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USING NUMPY OR SCIPY WITHIN ABAQUS PYTHON 4. Copy the numpy and scipy directories in c:\Python24\Lib\site-packages to c:\abaqus\custom\Python24\Lib\site-packages. As a side note, make sure your import numpy, scipy, scipy.io line appears before the “from odbAccess import *” line in your script file. An alternative procedure is to do Steps 1 and 2 above and then add a line PYTHON SCRIPT IN ABAQUS TO READ DISPLACEMENT AND WRITE TO About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. WRITING INPUT FILES WITHOUT PARTS AND ASSEMBLIES If you want Abaqus/CAE to write input files without parts and assemblies, you can use one of the following methods to change the format of input files generated by Abaqus/CAE:When you start an Abaqus/CAE sessionTo change the format of the input files generated by Abaqus/CAE, you can modify the cae_no_parts_input_file parameter in the Abaqus environment HOW TO DISABLE OR TURN OFF THE PANNING HAND CURSOR IN I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

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MATPLOTLIB TEXT WITH VARIABLES I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

Uncategorized.

CREATING AN ANIMATION OF X-Y PATH PLOTS IN ABAQUS/CAE QuestionI would like to create an animation of X-Y path plots in Abaqus/CAE. How can I do this?Answer(The following applies to Versions 6.3 and higher.)While Abaqus/CAE does not currently have the capability to animate X-Y path plots,freeware products exist that allow a sequence of .png files to be combined into ananimation. A

script has been

HOW TO DISABLE AUTOMATIC SNAP AND GLUE BEHAVIOR IN MS Right click a blank area of the ribbon. 2. Click Customize the Quick Access Toolbar. 3. Select All Commands in the top-left drop-down. 4. Choose Snap & Glue in the list and add it to the list on the right. Now you’ve got quick access to Snap & Glue settings on the Quick Start menu (the little green circle), you can stop the unwanted

behavior.

the results are

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script has been

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ABOUT | YINGHUI TIAN'S WORK NOTES This is an example of a WordPress page, you could edit this to put information about yourself or your site so readers know where you are coming from. You can create as many pages like this one or sub-pages as you like and manage all of your content inside of WordPress. YHTIAN | YINGHUI TIAN'S WORK NOTES | PAGE 3 C:\Users0059095\AppData\Local\Temp forgot to comment one line of writing file and a temporary file *.200 (200 is the file number) was generated in that temporary file. the whole c drive is full! MATPLOTLIB TEXT WITH VARIABLES I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

Uncategorized.

TRANSITION MESH WITH EQUAL RATIO SERIAL About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. YINGHUI TIAN'S WORK NOTES Question I would like to create an animation of X-Y path plots in Abaqus/CAE. How can I do this? Answer (The following applies to Versions 6.3 and higher.)

ABAQUS PYTHON CODE

About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. DEBUG ABAQUS SUBROUTINE WITH VISUAL STUDIO thank Steven’s great effort! It is working now to debug user subroutine inside ABAQUS:Step0: make sure the ABAQUS and Visual studio

are

安身守命，以待天时 I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

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每隔100秒从ABAQUS结果文件中取出位移、内力的PYTHON代码 #extract displacement, section force from ABAQUS ODB file every 100s and write to filesimport odbAccessodb = session.openOdb(‘walk.odb’)elemset = odb.rootAssembly.instances[‘PART- YINGHUI TIAN'S WORK NOTES

From

https://techtalk.gfi.com/copy-paste-working-remote-desktop-connection-whats-wrong/ Luckily fixing the issue is pretty straightforward and involves a few

simple

YINGHUI TIAN'S WORK NOTES Posted on March 15, 2012 by yhtian. Journal papers: Zou, X., Zhao, L., Zhou, M. and Tian, Y. (2018) “A new analytical method to investigate the torsional behaviour of circular piles in double-layered nonhomogeneous soil Corresponding”. Computers and Geotechnics, Submitted on 10/12/2018. USING NUMPY OR SCIPY WITHIN ABAQUS PYTHON 4. Copy the numpy and scipy directories in c:\Python24\Lib\site-packages to c:\abaqus\custom\Python24\Lib\site-packages. As a side note, make sure your import numpy, scipy, scipy.io line appears before the “from odbAccess import *” line in your script file. An alternative procedure is to do Steps 1 and 2 above and then add a line A FULLY WORKING IDE WITH ABAQUS PYTHON I have been painfully struggling with finding a good Python IDE, which can use ABAQUS Python (since it is installed, why bother install another version of Python?!!) I ever used Spyder but it seems packed with PythonXY. So install another Python. And strangely it can not start with a flash. Do not have time to CREATING AN ANIMATION OF X-Y PATH PLOTS IN ABAQUS/CAE QuestionI would like to create an animation of X-Y path plots in Abaqus/CAE. How can I do this?Answer(The following applies to Versions 6.3 and higher.)While Abaqus/CAE does not currently have the capability to animate X-Y path plots,freeware products exist that allow a sequence of .png files to be combined into ananimation. A

script has been

MPC, RIGID BODY, COUPLING, TIE Q1: Is it ok to use MPC-beam/tie to replace rigid body constraints? A1: Yes. The results are the same. Q2: Is it ok to use MPC to replace *tie (surface)? A2: MPC-tie is fine. The result is almost same except a bit more computation time - more increments. MPC-beam can run but

the results are

PYTHON SCRIPT IN ABAQUS TO READ DISPLACEMENT AND WRITE TO About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. WHAT IS THE “HOURGLASS EFFECT” IN FINITE ELEMENT ANALYSIS What is hourglassing? It is essentially a spurious deformation mode of a Finite Element Mesh, resulting from the excitation of zero-energy degrees of freedom. It typically manifests as a pa WRITING INPUT FILES WITHOUT PARTS AND ASSEMBLIES If you want Abaqus/CAE to write input files without parts and assemblies, you can use one of the following methods to change the format of input files generated by Abaqus/CAE:When you start an Abaqus/CAE sessionTo change the format of the input files generated by Abaqus/CAE, you can modify the cae_no_parts_input_file parameter in the Abaqus environment

发于礼止于诚

I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

Uncategorized.

behavior.

script has been

the results are

发于礼止于诚

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behavior.

ABOUT | YINGHUI TIAN'S WORK NOTES This is an example of a WordPress page, you could edit this to put information about yourself or your site so readers know where you are coming from. You can create as many pages like this one or sub-pages as you like and manage all of your content inside of WordPress. YHTIAN | YINGHUI TIAN'S WORK NOTES I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It ONE DIMENSION CONSOLIDATION THEORY About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming.

ABAQUS PYTHON CODE

About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. TRANSITION MESH WITH EQUAL RATIO SERIAL About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. ORIGIN AUTOSAVE PATH I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

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发于礼止于诚

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NOVEMBER | 2010 | YINGHUI TIAN'S WORK NOTES Debug ABAQUS subroutine with Visual Studio. Posted on November 3, 2010 by yhtian. thank Steven’s great effort! It is working now to debug user subroutine inside ABAQUS:Step0: make sure the ABAQUS and Visual studio are working properlyStep1: copy the following “abaqus_v6.env” into the working directory DEBUG ABAQUS SUBROUTINE WITH VISUAL STUDIO thank Steven’s great effort! It is working now to debug user subroutine inside ABAQUS:Step0: make sure the ABAQUS and Visual studio

are

YINGHUI TIAN'S WORK NOTES Posted on March 15, 2012 by yhtian. Journal papers: Zou, X., Zhao, L., Zhou, M. and Tian, Y. (2018) “A new analytical method to investigate the torsional behaviour of circular piles in double-layered nonhomogeneous soil Corresponding”. Computers and Geotechnics, Submitted on 10/12/2018. ONE DIMENSION CONSOLIDATION THEORY About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. YHTIAN | YINGHUI TIAN'S WORK NOTES | PAGE 2 I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It MPC, RIGID BODY, COUPLING, TIE Q1: Is it ok to use MPC-beam/tie to replace rigid body constraints? A1: Yes. The results are the same. Q2: Is it ok to use MPC to replace *tie (surface)? A2: MPC-tie is fine. The result is almost same except a bit more computation time - more increments. MPC-beam can run but

the results are

YHTIAN | YINGHUI TIAN'S WORK NOTES | PAGE 3 C:\Users0059095\AppData\Local\Temp forgot to comment one line of writing file and a temporary file *.200 (200 is the file number) was generated in that temporary file. the whole c drive is full! CREATING AN ANIMATION OF X-Y PATH PLOTS IN ABAQUS/CAE QuestionI would like to create an animation of X-Y path plots in Abaqus/CAE. How can I do this?Answer(The following applies to Versions 6.3 and higher.)While Abaqus/CAE does not currently have the capability to animate X-Y path plots,freeware products exist that allow a sequence of .png files to be combined into ananimation. A

script has been

PYTHON SCRIPT IN ABAQUS TO READ DISPLACEMENT AND WRITE TO About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. HOW TO DISABLE OR TURN OFF THE PANNING HAND CURSOR IN I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

Uncategorized.

WRITING INPUT FILES WITHOUT PARTS AND ASSEMBLIES If you want Abaqus/CAE to write input files without parts and assemblies, you can use one of the following methods to change the format of input files generated by Abaqus/CAE:When you start an Abaqus/CAE sessionTo change the format of the input files generated by Abaqus/CAE, you can modify the cae_no_parts_input_file parameter in the Abaqus environment HOW TO DISABLE AUTOMATIC SNAP AND GLUE BEHAVIOR IN MS Right click a blank area of the ribbon. 2. Click Customize the Quick Access Toolbar. 3. Select All Commands in the top-left drop-down. 4. Choose Snap & Glue in the list and add it to the list on the right. Now you’ve got quick access to Snap & Glue settings on the Quick Start menu (the little green circle), you can stop the unwanted

behavior.

YINGHUI TIAN'S WORK NOTES Posted on March 15, 2012 by yhtian. Journal papers: Zou, X., Zhao, L., Zhou, M. and Tian, Y. (2018) “A new analytical method to investigate the torsional behaviour of circular piles in double-layered nonhomogeneous soil Corresponding”. Computers and Geotechnics, Submitted on 10/12/2018. ONE DIMENSION CONSOLIDATION THEORY About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. YHTIAN | YINGHUI TIAN'S WORK NOTES | PAGE 2 I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It MPC, RIGID BODY, COUPLING, TIE Q1: Is it ok to use MPC-beam/tie to replace rigid body constraints? A1: Yes. The results are the same. Q2: Is it ok to use MPC to replace *tie (surface)? A2: MPC-tie is fine. The result is almost same except a bit more computation time - more increments. MPC-beam can run but

the results are

script has been

PYTHON SCRIPT IN ABAQUS TO READ DISPLACEMENT AND WRITE TO About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. HOW TO DISABLE OR TURN OFF THE PANNING HAND CURSOR IN I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

Uncategorized.

behavior.

ABAQUS PYTHON CODE

About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. MATPLOTLIB TEXT WITH VARIABLES I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It is basically a memo for me to back up some thoughts and small details. But I am more than happy if someone would visit and discuss. This entry was posted in

Uncategorized.

JULY | 2011 | YINGHUI TIAN'S WORK NOTES today played around the geostatic balance of a rigid body inside the soil:1. use initial stress, gostatic, got the result called stage0.csv2. use stage0.csv as the initial input stress and got the stage1.csv3. iterate 2 till stage54. compare the difference NOVEMBER | 2010 | YINGHUI TIAN'S WORK NOTES Debug ABAQUS subroutine with Visual Studio. Posted on November 3, 2010 by yhtian. thank Steven’s great effort! It is working now to debug user subroutine inside ABAQUS:Step0: make sure the ABAQUS and Visual studio are working properlyStep1: copy the following “abaqus_v6.env” into the working directory DEBUG ABAQUS SUBROUTINE WITH VISUAL STUDIO thank Steven’s great effort! It is working now to debug user subroutine inside ABAQUS:Step0: make sure the ABAQUS and Visual studio

are

Uncategorized.

发于礼止于诚

Uncategorized.

JANUARY | 2014 | YINGHUI TIAN'S WORK NOTES 1 post published by yhtian during January 2014. The remote desktop computer does not have GUI to restart. But still can do it using command: shutdown -f -r -t 0 -f force close all programs -r restart -t 0 shutdown in 0second YINGHUI TIAN'S WORK NOTES Journal papers: Zou, X., Zhao, L., Zhou, M. and Tian, Y.(2018) “A new analytical method to investigate the torsional behaviour of

circular piles in

ONE DIMENSION CONSOLIDATION THEORY About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. YHTIAN | YINGHUI TIAN'S WORK NOTES | PAGE 2 I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. It MPC, RIGID BODY, COUPLING, TIE Q1: Is it ok to use MPC-beam/tie to replace rigid body constraints? A1: Yes. The results are the same. Q2: Is it ok to use MPC to replace *tie (surface)? A2: MPC-tie is fine. The result is almost same except a bit more computation time - more increments. MPC-beam can run but

the results are

script has been

PYTHON SCRIPT IN ABAQUS TO READ DISPLACEMENT AND WRITE TO About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. WRITING INPUT FILES WITHOUT PARTS AND ASSEMBLIES If you want Abaqus/CAE to write input files without parts and assemblies, you can use one of the following methods to change the format of input files generated by Abaqus/CAE:When you start an Abaqus/CAE sessionTo change the format of the input files generated by Abaqus/CAE, you can modify the cae_no_parts_input_file parameter in the Abaqus environment HOW TO DISABLE OR TURN OFF THE PANNING HAND CURSOR IN For Outlook 2010, try pressing the “Esc” key on your keyboard. HOW TO DISABLE AUTOMATIC SNAP AND GLUE BEHAVIOR IN MS From Have you ever been irritated by the unruly behavior where Visio shapes automatically snap to a grid and connectors snapping to

connection

YINGHUI TIAN'S WORK NOTES Journal papers: Zou, X., Zhao, L., Zhou, M. and Tian, Y.(2018) “A new analytical method to investigate the torsional behaviour of

circular piles in

the results are

script has been

PYTHON SCRIPT IN ABAQUS TO READ DISPLACEMENT AND WRITE TO About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. WRITING INPUT FILES WITHOUT PARTS AND ASSEMBLIES If you want Abaqus/CAE to write input files without parts and assemblies, you can use one of the following methods to change the format of input files generated by Abaqus/CAE:When you start an Abaqus/CAE sessionTo change the format of the input files generated by Abaqus/CAE, you can modify the cae_no_parts_input_file parameter in the Abaqus environment HOW TO DISABLE OR TURN OFF THE PANNING HAND CURSOR IN For Outlook 2010, try pressing the “Esc” key on your keyboard. HOW TO DISABLE AUTOMATIC SNAP AND GLUE BEHAVIOR IN MS From Have you ever been irritated by the unruly behavior where Visio shapes automatically snap to a grid and connectors snapping to

connection

ABAQUS PYTHON CODE

About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. JULY | 2011 | YINGHUI TIAN'S WORK NOTES today played around the geostatic balance of a rigid body inside the soil:1. use initial stress, gostatic, got the result called stage0.csv2. use stage0.csv as the initial input stress and got the stage1.csv3. iterate 2 till stage54. compare the difference MATPLOTLIB TEXT WITH VARIABLES About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. DEBUG ABAQUS SUBROUTINE WITH VISUAL STUDIO thank Steven’s great effort! It is working now to debug user subroutine inside ABAQUS:Step0: make sure the ABAQUS and Visual studio

are

NOVEMBER | 2010 | YINGHUI TIAN'S WORK NOTES QuestionI would like to create an animation of X-Y path plots in Abaqus/CAE. How can I do this?Answer(The following applies to Versions 6.3 and higher.)While Abaqus/CAE does not currently have the capability to animate X-Y path plots,freeware products exist that

发于礼止于诚

About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. 安身守命，以待天时 About yhtian I am an academic researcher working on Offshore Geotechnical Engineering. My blog aims to write down some work related trivial things and tricks about software, programming. JANUARY | 2014 | YINGHUI TIAN'S WORK NOTES 1 post published by yhtian during January 2014. The remote desktop computer does not have GUI to restart. But still can do it using command: shutdown -f -r -t 0 -f force close all programs -r restart -t 0 shutdown in 0second YINGHUI TIAN'S WORK NOTES

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Posted on March 15, 2012

by yhtian

Journal papers:

Zou, X., Zhao, L., Zhou, M. and Tian, Y.(2018) “A new analytical method to investigate the torsional behaviour of circular piles in double-layered nonhomogeneous soil Corresponding”. Computers and Geotechnics, Submitted on 10/12/2018.

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Tian, Y., Cassidy, M.J., Gaudin, C. and Peng, M. (2018) “Improving Force Resultant Model for Anchors in Clays from Large Deformation Finite Element Analysis”. Marine Georesources & Geotechnology, https://doi.org/10.1080/1064119X.2018.1545813.

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Li, J., Luo, W., Wang, Y., Tian, Y., Cai, Y. and Cassidy, M. (2018) “Random large deformation finite element method in spatially variable soils”. Probabilistic Engineering Mechanics. submitted on

16/10/2018.

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Yan, Y., Zhang, Y., Fu, D. and Tian, Y. (2018) “Interpretation of the torsional resistance of shallowly embedded hemiball penetrometer”. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. submitted.

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Zhang, W., Cassidy, M.J. and Tian, Y. (2018) “A practical large deformation finite element method for 3D geotechnical problems involving free surface deformations”. International Journal of Geomechanics. submitted.

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Song, F. and Tian, Y. (2018) “Numerical Modelling of Geocell Reinforced Soils and Its Application in Geotechnical Engineering”. Geomechanics and Engineering, Accepted on 23/11/18.

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Niemann, C., O’Loughlin, C., Tian, Y.,Cassidy, M. and Reul, O. (2018) “Response of pile groups in sand due to lateral cyclic loading”. International Journal of Physical Modelling in Geotechnics, Accepted on 27/9/18.

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Castelo, A., White, D.J. and Tian, Y. (2018) “Simple solutions for downslope pipeline walking on elastic-perfectly-plastic soils”. Ocean Engineering, Accepted on 23/11/2018.

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Zhou, T., Tian, Y., White, D.J. and Cassidy, M.J. (2018) “Finite Element Analysis of Pipeline Buckling”. Journal of Pipeline Systems – Engineering and Practice, submitted.

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Liu, R., Liu, M., Tian, Y. and Wu, X. (2018) “Effect of perforations on the bearing capacity of shallow foundation on clay”. Canadian Geotechnical Journal, Accepted on 5/7/2018.

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Fu, D., Gaudin, C., Bienen, B., Tian, Y. and Cassidy, M.J. (2018) “Combined Load Capacity of a Preloaded Skirted Circular Foundation in Clay”. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 144(11): 04018084.

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Zhou, T., Tian, Y. and Cassidy, M.J. (2018) “Effect of Tension on the Combined Loading Failure Envelope of a Pipeline on Soft Clay Seabed”. International Journal of Geomechanics, 18(10),

04018131.

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Fu, D., Gaudin, C., Tian, Y., Bienen, B. and Cassidy, M.J. (2018) “Post-preload Undrained Uniaxial Capacities of Skirted Circular Foundations in Clay”. Ocean Engineering, 147:355-369.

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Tian, Y., Gaudin, C., Randolph, M.F, Cassidy, M.J. and Peng, B. (2018) “Numerical Investigation of the Diving Potential of Offshore Anchors”. Journal of Geotechnical and Geoenvironmental Engineering (ASCE),144(2): 04017117.

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Fu, D., Gaudin, C., Tian, Y., Cassidy, M.J. and Bienen, B.(2017) “Uniaxial Capacities of Skirted Foundations in Clay”. Journal of Geotechnical and Geoenvironmental Engineering (ASCE),

143(7): 04017022.

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Gaudin, C., Cassidy, M.J., O’Loughlin, C.D., Tian, Y., Wang, D., Chow, S. (2017) “Recent development in anchor design for floating structures”. International Journal of Offshore and Polar Engineering, 27(1): 44-53. (Selected journal edition of 12th ISOPE Pacific/Asia Offshore Mechanics Symposium, keynote paper).

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Yan, S., Zhang, J., Tian, Y. and Sun, L. (2016) “Pore Pressure Characteristics in Isotropic Consolidated Saturated Clay under Unloading Conditions”. Journal of Marine Science and Technology, 24(1):19-25.

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Xiao, Z., Tian, Y. and Gourvenec, S. (2016) “A Practical Method to Evaluate Failure Envelopes of Shallow Foundations Considering Soil Strain Softening and Rate Effect”. Applied Ocean Research, 59, 395-407.

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Li, J., Zhou, Y., Zhang, L., Tian, Y., Cassidy, M.J. and Zhang, L. (2016) “Random finite element for spudcan foundations in spatially variable soils”. 205, 146-155. Engineering Geology, http://dx.doi.org/10.1016/j.enggeo.2015.12.019

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Zhang, C., Wang, L., Du, J. and Tian, Y. (2015) “Numerical modelling rock deformation subject to nitrogen cooling to study permeability evolution”. International Journal of Coal Science & Technology. 2(4):293-298.

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Li, J., Cassidy, M.J., Tian, Y., Huang, J., Lyamin, A. and Uzielli, M. (2015) “Buried footings in random soils: comparison of limit analysis and finite element analysis”. Georisk. 10(1), 55-65. DOI: 10.1080/17499518.2015.1064141

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Li, X., Gaudin, C., Tian, Y. and Cassidy, M.J. (2015) “Effects of preloading and consolidation on the uplift capacity of skirted foundations”. Géotechnique. 65(12), 1010-1022. DOI:10.1680/geot./15-P-026

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Li, X., Tian, Y., Gaudin, C. and Cassidy, M.J. (2015) “Comparative study of the compression and uplift of shallow foundations”. Computers and Geotechnics, 69, 38-45. DOI: 10.1016/j.compgeo.2015.04.018.

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Tian, Y., Randolph, M.F. and Cassidy, M.J. (2015) “Analytical solution for ultimate embedment depth and potential holding capacity of plate anchors”. Géotechnique, 65(6), 517-530. DOI: 10.1680/geot./14-P-228.

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Fu, D., Gaudin, C., Tian, Y., Bienen, B. and Cassidy, M.J. (2015) “Effects of Preloading with Consolidation on Undrained Bearing Capacity of Skirted Circular Footings”. Géotechnique,

65(3), 231-246.

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Tian, Y., Youssef, B.S. and Cassidy, M.J. (2015) “Assessment of Pipeline Stability in the Gulf of Mexico during Hurricanes Using Dynamic Analysis”. Theoretical & Applied Mechanics Letters, 5(2), 74-79. http://dx.doi.org/10.1016/j.taml.2015.02.002 .

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Tian, Y., Cassidy, M.J. and Chang, C.K. (2015) “Assessment of Offshore Pipeline using Dynamic Lateral Stability Analysis”. Applied Ocean Research, 50, 47-57, DOI: 10.1016/j.apor.2015.01.001.

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Wang, D., Bienen, Nazem, M., Tian, Y., Zheng, J., Pucker, T. and Randolph, M.F. (2015) “Large Deformation Finite Element Analyses in Geotechnical Engineering”. Computer and Geotechnics, 65, 104-114, doi:10.1016/j.compgeo.2014.12.005

.

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Li, J., Tian, Y. and Cassidy, M.J. (2015) “Failure Mechanism and Bearing Capacity of Footings Buried at Various Depths in Spatially Random Soils”. Journal of Geotechnical and Geoenvironmental Engineering, 141(2), 04014099. DOI:10.1061/(ASCE)GT.1943-5606.0001219.

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Tian, Y., Gaudin, C. Randolph, M.F. and Cassidy, M.J. (2015) “The Influence of Padeye Offset on the Bearing Capacity of Three Dimensional Plate Anchors”. Canadian Geotechnical Journal, 52(6): 682-693. DOI: 10.1139/cgj-2014-0120.

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Wei, Q., Cassidy, M.J., Tian, Y. and Gaudin, C. (2015) “Incorporating Shank Resistance into Prediction of the Keying Behaviour of SEPLAs.” Journal of Geotechnical and Geoenvironmental Engineering. 141(1), 04014080, DOI:10.1061/(ASCE)GT.1943-5606.0001193

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Gaudin, C., O’Loughlin, C.D., Randolph, M.F., Cassidy, M.J., Wang, D., Tian, Y., Hambleton, J.P. and Merifield, R.S. (2014) “Advances in offshore and onshore anchoring solutions.” Australian Geomechanics, 49(4), 59-71.

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Yuan, F., Randolph, M.F., Wang, L., Zhao, L. and Tian, Y. (2014) “Refined analytical models for pipe-lay on elasto-plastic seabed”. Applied Ocean Research, 48, 292-300. Doi:10.1016/j.apor.2014.10.003.

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Tian, Y., Cassidy, M.J. and Gaudin, C. (2014) “The Influence of Padeye Offset on Plate Anchor Re-embedding Behaviour”. Géotechnique Letters, 4(1) 39-44, http://dx.doi.org/10.1680/geolett.13.00056.

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Tian, Y., Cassidy, M.J., Randolph, M.F., Wang, D. and Gaudin, C. (2014) “A Simple Implementation of RITSS and Its Application in Large Deformation Analysis.” Computers and Geotechnics, 56, 160-167.

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Tian, Y., Gaudin, C. and Cassidy, M.J. (2014) “Improving Plate Anchor Design with a Keying Flap.” Journal of Geotechnical and Geoenvironmental Engineering, 140(5), 04014009, DOI:10.1061/(ASCE)GT.1943-5606.0001093.

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Li, X., Gaudin, C., Tian, Y. and Cassidy, M.J. (2014) “The Effect of Perforation on the Uplift Capacity of Skirted Foundation on Clay”. Canadian Geotechnical Journal, 51(3): 322-331, doi: 10.1139/cgj-2013-0110.

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Li, S., Tian, Y., Zhou, Y., Jiang, B. and Wang, J. (2013) “Premature Refusal of Large-diameter, Deep-penetration Piles on an Offshore Platform.” Applied Ocean Research. 42, 55-59

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Tian, Y. and Cassidy, M. J. (2013). “Equivalent Absolute Lateral Static Stability of on-Bottom Offshore Pipelines”. Australian Geomechanics_: Special Issue on Offshore Geotechnics_.

48(4), 59-70.

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Youssef, B., Tian, Y. and Cassidy, M.J. (2013) “Centrifuge Modelling of On-bottom Pipeline under Wave and Current Loading.” Applied Ocean Research, 40, 14-25.

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Youssef, B., Cassidy, M.J. and Tian, Y. (2013) “Statistical Analysis Techniques in the Pipeline On-bottom Stability Analysis.” Journal of Offshore Mechanics and Arctic Engineering, 135(3), 031701

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Cassidy, M.J., Uzielli, M. and Tian, Y. (2013) “Probabilistic Combined Loading Failure Envelopes of a Strip Footing on Spatially Variable Soil.” Computers and Geotechnics. 49,

191–205

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Tian, Y., Gaudin, C., Cassidy, M.J. and Randolph, M.F. (2013). “Considerations on the Design of Keying Flap of Plate Anchors.” Journal of Geotechnical and Geoenvironmental Engineering ASCE, 139(7):

1156-1164

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Cassidy, M. J. and Tian, Y. (2012). “Development and application of models for the stability analysis of Australia’s offshore pipelines”. Australian Geomechanics, 47(2), 61-78.

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Cassidy, M.J., Gaudin, C., Randolph, M.F., Wong, P., Wang, D. and Tian, Y. (2012). “A Plasticity Model to Assess the Keying of Plate Anchors.” Géotechnique, 62(9), 825-836

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Tian, Y., Cassidy, M.J. and Youssef, B.S. (2011). “Consideration for on-bottom stability of unburied pipelines using a dynamic fluid-structure-soil simulation FE program.” International Journal of Offshore and Polar Engineering, 21(4):308-315

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Tian, Y., and Cassidy, M. J. (2011). “Incorporating uplift in the analysis of shallowly embedded pipelines.” Structural Engineering and Mechanics, 40(1): 29-48

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Tian, Y. and Cassidy, M. J. (2011). “A Pipe-Soil Interaction Model Incorporating Large Lateral Displacements in Calcareous Sand.” Journal of Geotechnical and Geoenvironmental Engineering ASCE 137(3):

279-287.

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Tian, Y., Cassidy, M. J. and Gaudin, C. (2010). “Advancing Pipe-Soil Interaction Models through Geotechnical Centrifuge Testing in Calcareous Sand.” Applied Ocean Research 32(3): 294-297.

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Tian, Y., and Cassidy, M. J. (2010). “The Challenge of Numerically Implementing Numerous Force-Resultant Models in the Stability Analysis of Long On-Bottom Pipelines.” Computers and Geotechnics, 37(1-2), 216-312.

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Tian, Y., and Cassidy, M. J. (2008). “Modelling of Pipe-Soil Interaction and Its Application in Numerical Simulation.” Int. J. Geom., 8(4), 213-229.

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Yan, S., Tian, Y., Liu, R., Wang, Z. and Wang, J. (2006). “Analysis on Interface Shear Stress of Thermally Insulated Ocean Pipelines under Installation.” China Ocean Engineering 20(2):

315-323

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Yan, S. and Tian, Y. (2006). “Analysis of Pipeline Damage to Impact Load by Dropped Objects.” Transaction of Tianjin University.

12: 138-141.

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Conference papers:

Zhou, T., Tian, Y. and Cassidy, M.J. (2018). “Three dimensional yield surface of shallowly embedded pipe in clay considering tension”. The 37th International Conference on Ocean, Offshore & Arctic Engineering. Madrid, Spain.

Download

Castelo, A., White, D., Tian, Y. and Randolph, M. (2018). “Gravity driven pipeline walking on variable slopes”. The 37th International Conference on Ocean, Offshore & Arctic Engineering.

Madrid, Spain.

Download

Zhang, W., Cassidy, M.J. and Tian, Y. (2018). “Large deformation numerical modelling of Jack-up reinstallation near seabed cavities”. The 37th International Conference on Ocean, Offshore & Arctic Engineering. Madrid, Spain.

Download

Niemann, C., Tian, Y., O’Loughlin, C., Cassidy, M.J. and Reul, O. (2018). “Centrifuge tests on the response of piles under cyclic lateral 1-way and 2-way loading”. The 9th International Conference on Physical Modelling in Geotechnics. London, UK

Download

Fiumana, N., Gaudin, C., Tian Y. and O’Laughlin C. (2018). “Physical modelling of active suction for offshore renewables”. The 9th International Conference on Physical Modelling in Geotechnics.

London, UK

Download

Castelo, A., White, D.J. and Tian Y. (2017). “Solving downslope pipeline walking on non-linear soil with brittle peaks and strain softening”. The 27th International Ocean and Polar Engineering Conference. San Francisco, California, USA

Download

Fiumana N., Gaudin C., Tian Y. (2017). Active suction anchors for floating renewable energy devices. Proceedings of the 17th European Wave and Tidal Energy Conference, Cork, Ireland

Download

Zhao, X., Luan, Y., Zhang, C., Tian, Y. and Huang, X.(2017) “Experimental and numerical study of pipelines shallowly embedded in sands”. Offshore Site Investigation and Geotechnics, London, UK

Download

Gaudin, C., Li, X., Tian, Y. and Cassidy, M.J.(2017) “About the Uplift Resistance of Subsea Structures”. Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, South Korea

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Niemann, C., Tian, Y., O’Loughlin, C.D., .Cassidy, M.J., and Reul, O. (2017) “Response of Piles under Cyclic Lateral Loading – Centrifuge Tests”. Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, South Korea

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Gaudin, C., Cassidy, M.J., O’Loughlin, C.D., Tian, Y., Wang, D. and Chow, S. (2016) “Recent Advances in Anchor Design for Floating Structures”. Proceedings of the 12th ISOPE Pacific/Asia Offshore Mechanics Symposium, Gold Coast, Australia

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Zheng, T., Cassidy, M.J., Tian, Y. and Gaudin, C. (2016) “Yield Surface of Deeply Buried Square Anchors under Out-Of-Plane Loading”. Proceedings of the ASME 2016 35rd International Conference on Ocean, Offshore and Arctic Engineering, Busan, South Korea

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Tian, Y., Zheng, T., Zhou, T. and Cassidy, M.J. (2016) “A new method to investigate the failure envelopes of offshore foundations”. Proceedings of the ASME 2016 35rd International Conference on Ocean, Offshore and Arctic Engineering, Busan, South

Korea

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Zhang, W., Cassidy, M.J. and Tian, Y. (2015) “3D Large Deformation Finite Element Analyses of Jack-up Reinstallations Near Idealised Footprints”. International Conference: The Jack-Up Platform – Design, Construction & Operation, City University

London, UK

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Li, J., Tian, Y. and Cassidy, M.J. (2015) “Effect of Spatial Variability on Buried Footings”. the 5th International Symposium on Geotechnical Safety and Risk, Rotterdam, the Netherlands. doi:10.3233/978-1-61499-580-7-810

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Gaudin, C., Tian, Y., Cassidy, M.J., Randolph, M.F., Wang, D. and O’Loughlin, C.D. (2015) “Design and performance of suction embedded plate anchors” The 3rd International Symposium on Frontiers in Offshore Geotechnics. Oslo, Norway.

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Wei, Q., Tian, Y., Cassidy, M.J., Gaudin, C. and O’Loughlin, C.D. (2015) “Behaviour of OMNI-Max anchors under chain loading” The 3rd International Symposium on Frontiers in Offshore Geotechnics. Oslo, Norway.

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Li, J., Cassidy, M.J., Tian, Y., Huang, J., Lyamin, A. and Uzielli, M. (2014) “Comparative study of bearing capacity of buried footings using random limit analysis and random finite element method” The 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics. Kyoto,

Japan.

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Cheng, N., Cassidy, M.J. and Tian, Y. (2014) “Numerical Study of the Combined Loading Envelope of a Skirted Spudcan Foundation” Proceedings of the ASME 33rd International Conference on Ocean, Offshore and Arctic Engineering. San Francisco, USA.

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Li, X., Tian, Y., Cassidy, M.J. and Gaudin, C. (2014) “Sustained Uplift of Skirted Foundation in Clay” Proceedings of the 33rd International Conference on Ocean, Offshore and Arctic Engineering OMAE2014. San Francisco, USA.

Download

White, D.J., Westgate, Z.J. and Tian, Y. (2014) “Pipeline Lateral Buckling: Realistic Modelling of Geotechnical Variability and Uncertainty” Offshore Technology Conference held in Houston, Texas,

USA.

Download

Li, X., Gaudin, C., Cassidy, M.J. and Tian, Y. (2014) “Loading rate effects on the uplift of skirted foundations in clay” The 8th International Conference on Pysical Modelling in

Geotechnics.

Download

Cassidy, M.J., Tian, Y., O’Loughlin, C.D., Gaudin, C., and Bienen, B. (2013) “Recent advances in the centrifuge modelling of offshore foundations.” Invited Keynote Lecture. 7th Chinese Symposium on Physical Modelling in Geotechnics, Hangzhou, China.

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Tian, Y., Cassidy, M.J. and Uzielli, M. (2013) “Probabilistic Assessment of the Bearing Capacity of Shallow Strip Footings on Stiff-Over-Soft Clay.” The 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris

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Wong, P., Gaudin, C., Randolph, M.F., Cassidy, M.J. and Tian, Y. (2012) “Performance of Suction Embedded Plate Anchors in Permanent Mooring Applications.” The 22th International Offshore (Ocean) and Polar Engineering Conference: Rhodes, Greece.

Download

Tian, Y. and Cassidy, M.J. (2012). “Developing a Dynamic Lateral Stability Analysis Package for Offshore Pipelines on Calcareous Sand”. Subsea Australasia Conference, Perth, Australia

Download

Cassidy, M.J. and Tian, Y. (2011). “Development and application of models for the stability analysis of Australia’s offshore pipelines”. Proc. 2011 Symposium on Coastal and Marine Geotechnics: Foundations for Trade, the 15th Annual Australian Geomechanics Society Sydney Chapter Symposium, Sydney, Australia (invited keynote lecture)

Download

Youssef, B.S., Cassidy, M.J. and Tian, Y. (2011). “Probabilistic Model application in the integrated stability Analysis of Offshore on-bottom pipeline”. 30th International Conference on Ocean, Offshore and Arctic Engineering, OMAE950047, Rotterdam, Netherlands

Download

Tian, Y., Wang, D. and Cassidy, M. J. (2011). “Large Deformation Finite Element Analysis of Offshore Penetration Tests”. The Second International Symposium on Computational Geomechanics (ComGeo II): 925-933, Cavtat-Dubrovnik, Croatia.

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Tian, Y., Cassidy, M. J., and Youssef, B. S. (2010). “Consideration for on-bottom stability of unburied pipelines using force-resultant models.” The 20th International Offshore (Ocean) and Polar Engineering Conference: 212-219, Beijing, China.

Download

Youssef, B. S., Cassidy, M. J. and Tian, Y. (2010). “Balanced Three-Dimensional Modelling of the Fluid-Structure-Soil Interaction of an Untrenched Pipeline”. Proceeding of the 20th International Offshore (Ocean) and Polar Engineering Conference: 123-130, Beijing,

China.

Download

Tian, Y., and Cassidy, M. J. (2009). “Pipe-soil interaction analysis with a three-dimensional macroelement model.” The 19th International Offshore (Ocean) and Polar Engineering Conference: 2, 461-468, Osaka, Japan.

Download

Tian, Y., and Cassidy, M. J. (2008). “A Practical Approach to Numerical Modeling of Pipe-Soil Interaction.” The 18th International Offshore (Ocean) and Polar Engineering Conference: 2, 533-538, Vancouver, BC, Canada.

Download

Tian, Y. and Cassidy, M. J. (2008). “Explicit and Implicit Integration Algorithms for an Elastoplastic Pipe-Soil Interaction Macroelement Model”. The 27th International Conference on Offshore Mechanics and Arctic Engineering, OMAE2008-57237, Estoril, Portugal.

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F2PY FIRST STEP

Posted on October 29, 2018

by yhtian

Environment setup for F2PY – first step, though no real project has

been done yet.

Windows 7, 64bit

Referring to

http://www.hedilict.com/f2py%E7%9A%84%E9%85%8D%E5%88%B6%E4%B8%8E%E4%BD%BF%E7%94%A8-windows-and-linux-platform/ (with acknowledgement) 1. Download Python 2.7 and install https://www.python.org/downloads/release/python-2715/ (Description: for AMD64/EM64T/x64) 2. Write into system environment variable Path = XPathX\Python27;XPathX\Python27\Scripts where XPathX is substituted by the real path of Python

3. Download Numpy

https://www.lfd.uci.edu/~gohlke/pythonlibs/#numpy (numpy‑1.14.6+mkl‑cp27‑cp27m‑win_amd64.whl) It is a .whl file, run cmd pip install numpy_xxx.whl I did not have problem here, but if there is “Fatal error in launcher: Unable to create process using ‘”‘ ” Try python -m pip install numpy_xxx.whl Now you can test the numpy is successful or not using: python XPathX\Python27\Scripts\f2py.py 4. Download MinGW-64 as Fortran compiler and install https://sourceforge.net/projects/mingw-w64/ select x64 and keep others unchanged 5. Add C:\mingw\mingw\bin into Path environment variable I also added C_INCLUDE_PATH = C:\mingw\mingw64\include, though not sure this is really necessary. 6. Write a fortran file Hello.f and run python XPathX\Python27\Scripts\f2py.py -c –fcompiler=gnu95 –compiler=mingw32 -m hello hello.f I got an error message saying “error: Unable to find vcvarsall.bat” because I installed Visual studio 2010 where VS2008

is expected.

Refer to http://f.dataguru.cn/thread-160932-1-1.html

adopting Option 2:

open python path\Lib\distutils\msvc9compiler.py change toolskey = “VS%0.f0COMNTOOLS” % version to toolskey = ”VS100COMNTOOLS” It should be ok now, if everything is fine and you get hello.pyd.

run python

import hello

hello.hello()

Bingo!!

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TEAMVIEWER REPLACED REMOTE DESKTOP Posted on June 17, 2018

by yhtian

RD has been used for a few years but just changed to TeamViewer, which performs much better than RD: 1. RD shows distorted model for ABAQUS; 2. RD aborts with error using Python to process figure/capture

screens;

3. RD can not run some program remotely (probably still screen

problem).

TV seems all good without any of these problems. Posted in Uncategorized

| Leave a

comment

ONE DIMENSION CONSOLIDATION THEORY – BASIC BUT FUNDAMENTAL Posted on May 24, 2018

by yhtian

Image | Posted on May 24,

2018

by yhtian | Leave a

comment

ARC LENGTH OF LOGARITHMIC OR EXPONENTIAL CURVE Posted on April 6, 2018

by yhtian

http://planetmath.org/arclengthoflogarithmiccurve

good stuff!!

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COPY AND PASTE IS NOT WORKING ON MY REMOTE DESKTOP CONNECTION…

WHAT’S WRONG?

Posted on March 27, 2018

by yhtian

From

https://techtalk.gfi.com/copy-paste-working-remote-desktop-connection-whats-wrong/ Luckily fixing the issue is pretty straightforward and involves a few

simple steps.

Load up task manager (right click taskbar and select Task Manager) Go to the Processes Tab

Select rdpclip.exe

Click End Process

Go to the Application Tab

Click New Process

Type rdpclip

Click Ok

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HOW TO DISABLE OR TURN OFF THE PANNING HAND CURSOR IN OUTLOOK Posted on February 28, 2018

by yhtian

For Outlook 2010, try pressing the “Esc” key on your keyboard. https://kabri.uk/2008/09/12/outlook-2007-how-to-disable-the-hand-cursor/ Posted in Uncategorized

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REMOTE DESKTOP PROBLEM WITH ABAQUS SCREEN RESOLUTION FOR PYTHON

BATCH PROCESSING

Posted on October 27, 2017

by yhtian

Did not solve this problem yet. Just bookmark the below two pages for

later use:

https://blog.brankovucinec.com/2016/03/19/fix-remote-desktop-dpi-scaling-issues/ http://www.sqlchick.com/entries/2011/12/18/how-to-perfect-the-resolution-of-a-remote-desktop-session.html Posted in Uncategorized

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