Beam elements in LS-DYNA
Hello everyone,
Hello everyone,
I am currently a doctoral candidate at Louisiana State University, and expect to complete my PhD degree requirements by Fall 2010. My doctoral dissertation is conducted under the direction of Prof. M. M. Khonsari, and looks at the use of a relatively new methodology for the fatigue of structural components. In my research, I developed an effective and new criterion for fatigue life monitoring of the components subjected to cyclic loading based on thermodynamic entropy concept.
Dear Friends,
I need help for modeling RC beam, fracture mechanics of plain concrete and measurement of concrete creep with ANSYS or ABAQUS. I would really appreciation if you could send me those mentioned PDFs.
My e-mail: a.entezari [at] azaruniv.edu (a[dot]entezari[at]azaruniv[dot]edu)
Thanks
I’m working on optical method for displacement measurement. and this is interesting to know more about application and development of these methods like ESPI , SHEAROGRAPHY anf HOLOGRAPHY . for example i face with a company that climb their product can give displacement and so strain field in many material and many geometry even in 3-D shapes!!
Hi everybody,
Is there any limits for using of LEFM? I have modelled a beam with a penetration.I have moved the holes vertically in the beam and obtained the stress intensities for each movements at the corners of the hole. Now the hole is closing the edge, stress intensities in mode I and II, suddenly change values (positive to negative and vice versa) what does this mean ?... Does it mean that I should limit my movements?,,,,
Thank you,
Parisa,
Hi evrey body,
Does anybody have an idea for solving torsion equation for trapezoidal bars? Or any references? For rectangular bars Timoshenko completely did it in in "Theory of Elasticity" pages 309-313, but I could not find any references for trapezoidal cross section.
Best Regards
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M.Taban