Fracture Mechanics: Fundamentals and Applications by T.L. Anderson
The hyperlink for review on this book on amazon.com is http://www.amazon.com/Frcature-Mechanics-Fundamentals-Applications-Third/dp/0849316561/ref=dp_ob_image_bk
The hyperlink for review on this book on amazon.com is http://www.amazon.com/Frcature-Mechanics-Fundamentals-Applications-Third/dp/0849316561/ref=dp_ob_image_bk
I have a question regarding Gurson model. If we have a cube with initial length of unit and initial porosity of 20 percent and compress it hydrostatically in order to have a huge volume change of cube, the void growth equation in Gurson model takes a negative rate and reduces the void volume fraction to zero first and further compressing leads to no further void volume fraction change (remains zero) and no more plastic straining. Now let's load the model in tensile hydrostatic state up to a stress free configuration; the void volume fraction of the model remains zero.
The Graduate School MUSIC ("Multiscale Methods for Interface Coupling") and the
Institute of Continuum Mechanics at Leibniz Universität Hannover invites
applications for a position as a
Research Staff Member in Computational Mechanics
(Salary scale E13 TV-L)
to be appointed on 1 April 2010.
The position is embedded into the Junior Research Group on „Multiscale Modelling of
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I´m facing a problem in which a I´d like to assess stresses due to thermal gradients. I have an IR thermography image (recorded as a matrix) and I like to introduce those temperatures to Abaqus via Matlab.
Is that possible? Or should I use FORTRAN with the UTEMP subroutine?
Thanks in advance,
Aitor
hi all,
i am working in composite analysis, can anybody tell me how to perform post buckling analysis using 3d layered solid element in ANSYS or ABAQUS
thanks & regards
Hi
Please help in modeling the soil.
I modelled soil as non linear springs in Abaqus?Standarads and analysed the pipe behavior for hydrodynamic loading.
I am currently planned to model the pipe-soil interaction with soil as an 2D or 3D element along with contact properties. Give me suggestion or methods how can i model soil.Suggested reading materials.I have gone through the abaqus documentation.It tell that soil can be modeled as 2D or 3D.I am really confused which one to use.
Please give me some steps in creating soil and pipe model .
Hi everyone,
I just started to use the Abaqus FE program and I would like to ask some help. I would like to determine the elastic properties of a composite material therefore I designed an representative element but I need to constraint the nodes of each surface to achieve uniform deformation at each nodes on the surface. I tried the multiple point constraints but I alvalys got an error message saying that:
The interfacial strength is a very important material property for composite materials and other hybrid materials with different stress distributions. Will the interfacial stress distribution have a significant effect on the interfacial strength measurement?
hello everybody
when i am trying to make a creep analysis using abaqus and it is the first time i do that
when i submit the job, there is an error and a message appear this message is:
ERROR: DEGREE OF FREEDOM 11 AND AT LEAST ONE OF DEGREES OF FREEDOM 1 THRU 6
MUST BE ACTIVE IN THE MODEL FOR *COUPLED TEMP-DISP. CHECK THE
PROCEDURE AND ELEMENT TYPES USED IN THIS MODEL.
A PhD position is available in the area of computational multiscale modeling of engineering materials in the Department of Materials Science and Engineering in the College of Engineering at University of North Texas (UNT). Financial support will be provided through research assistantship. The student will participate in research activities to study material defects, microstructure evolution, and mechanical behavior of crystalline metals, alloys, and nano-composites for a wide range of important applications in areas such as energy and aerospace.