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Crack creation problem - FRANC3D with ABAQUS

Submitted by satyasrinivas on

I am trying to develop a model in ABAQUS and perform crack analysis using FRANC3D. I am having a problem right at the beginning.

I am able to create the model in ABAQUS and write the .inp file. I open this file in FRANC3D and am trying to insert a curved crack. I repeat a 'curved crack'. The crack is not planar. When I try to define the crack front using 'user defined points', the software is approximating all the points I enter to a best-fit 'plane'. So it is generating a planar crack when i wanta curved crack.

I am a ew member

Submitted by talsuper4 on

   I am a first year student of civil school in Myanmar.

I wanna get knowledge from all of you about civil engineering. Please show me the way to the success by a civil engineer .If u have something to guide me,u can send email nalazyboy [at] gmail.com (nalazyboy[at]gmail[dot]com)

     thanks to all

Engineering Mechanics 397: Thin Film Mechanics

Submitted by Rui Huang on

Time: Tuesday and Thursday 2:00 - 3:30 pm

Place: ECJ 1.214, University of Texas at Austin

Instructor: Rui Huang, WRW 117D, (512) 471-7558, ruihuang [at] mail.utexas.edu (ruihuang[at]mail[dot]utexas[dot]edu)

Lecture notes (coming soon)

Homewrok sets (coming soon)

Openings in Computational Geomechanics and Rock Physics at ExxonMobil

Submitted by Gareth Block on

ExxonMobil Research and Engineering Company has immediate openings in Computational Geomechanics and Rock Physics at its Corporate Strategic Research Laboratory in Annandale, NJ. 

To be considered, applicants must satisfy the requirements described in the attached flyer and submit a cover letter and resume directly to the ExxonMobil website (www.exxonmobil.com/ex).

Could anyone help on Drucker-Prager model?

Submitted by Botao on

I am using exponent Drucker-Prager model at the moment, is there anyone can tell me where the follow exponent D-P eqation comes from originally?

(σ e)(σ e)=λ(σt)(σt)-3(λ-1)σmσt

Where λ= is hydrostatic stress sensitivity parameter and equal to σct, σe is effective stress, σm is hydrostatic stress, σc, σt are stresses under compression and tension, respectively.