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software of interest to mechanicians

Calculating effective material properties from 3D images: new solutions

Submitted by Simpleware on

Researchers and analysts working with 3D image data (CT, micro-CT, FIB-SEM…) of complex materials face a number of challenges when attempting to reconstruct and obtain information from scans. One particular challenge involves being able to compute material properties (such as solid, flow and electrical properties) from scanned samples without having to use significant computational resources, or without combining multiple types of software.

bug on deactivate the crack propagation capability?

Submitted by Wang Lei on
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Could anyone please help on how to deactivate the crack propagation capability?

 

Following section 10.7.1 in the User Guide of 6.13, the crack propagation capability can be deactivated in some step. But I tried it in a very simple example through CAE and input file, it does not work.

 

Particularly, the problems are 

 

How to deform an existing mesh from CT measurements?

Submitted by V. Pouzols on

Hi all,

I would like to know if someone has a trick to deform a mesh generated in Abaqus thanks to Computer Tomography measurements ? 

The file I received from CT is a .stl.

Do you know an open source software that can compute deviations between point clouds?

Thanks in advance for your support :-D

Share/run engineering simulation codes in the cloud

Submitted by Wenbin Yu on

I know the mechanics community have many codes to share. If you have developed engineering software including legacy Windows codes or linux codes, you can easily publish your code in the cloud and have it run on any devices including smart phones through cdmHUB.org. The codes could be simple codes you wrote for your dissertation or comprehensive commerical package like ABAQUS or ANSYS. You don't have to change your code, no source codes are needed. All you need to do is to upload your executable through a very straight forward way which only takes a few minutes.

abaqus restart problem

Submitted by sunlinfeng on

Hi all,

    I've been facing a very strange problem now when I'm using abaqus to finish RVE multiscaling simulation: so far, what I've done is successfully  linking fortran and abaqus to run the whole calculation. At first, I met a small problem--- overwrite the old files(y/n)?---which has been solved by adding a "abaqus_v6.env" file whose content is as follows in the abaqus working direction:

ask_delete=OFF

Modeling reinforced concrete in ABAQUS

Submitted by NessaArya on
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Hi everyone, 

I am a master student working on my master thesis using ABAQUS. I am modeling an experiment, but the problem is that my results from ABAQUS do not agree with the experimental results. Can you help me to check if I have done any mistakes? 

The model is a slender square concrete column 150x150mm and 1300mm long. 
Longitudinal reinforcement:  550MPa, diamater 8mm 
Lateral reinforcement: yield strength 630MPa, diamater 6.5mm, spacing 10.5mm 
Mean compressive strength of concrete: 34.32 MPa 

ANSYS cyclic variable amplitude displacement

Submitted by ndmehta235779 on
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Hi everyone... I've been working on a research study of Steel moment resisting frames. It includes finite element analysis of the frame in ANSYS apdl software. However, I'm facing a problem with the application of loads. The basic loading history for a single specimen testing program in the multiple step test in which loading history consists of stepwise increasing deformation cycles as shown in the attached file. In the basic loading history, the cycles shall be symmetric in peak deformations.

I need to apply the aforesaid type of loading on a particular nodes.

How to define a specific time active force curve in Abaqus

Submitted by dgquvn on

I was trying to create a load curve associated with time, such as a sine curve at the beginning, and then the force vanishes. Therefore, I cannot just use the periodic curve directly. I tried to input two loads periodic sine curves(same step) so that at a later time like t_0 the total load is cancelled. But it seems the displacement reaction is kind of weird. Is this the right way to do this kind of load-time curve, or is there another better way? Thanks a lot.

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