HI aLL
IAM ANEW MEMBERE
I ASK FOR YOUR HELP
HOW TO APPLY CYCLIC LATERAL LOADS ON REINFORCED CONCRETE COLUMNS USING ANSYS
AND THE CONCRETE MODEL FOR CONCRET UNDER CYCLIC LOADS ??
TANKS
Hi all,
Iam presently using Ansys Composite Prepost (ACP) for composite material modelling. I looked at some tutorials and understood the procedure, but when I applied it to simple case of simply supported rectangular plate with uniform load, the results donot match the theoritical textbook results. I tried it in ANSYS Mechanical APDL, the results were exactly same with theoritical value. Iam unable to find the mistake. Is it possible to get the validation results for ACP similar to the validation results which are available for ANSYS APDL(provided by ANSYS ).
Hi all
I am doing flow induced vibration analysis in pipe using ansys workbench. First i created fluent model and this output(solution) is couple with tranient structural setup. FInally the pipe gets displaced becuase of fluid pressure. After that i want to calculate the modes. So it is possible to couple transient structural solution to modal setup? I have tried but i didnt know how to couple modal analysis and transiest structural analysis. Please help me regarding in this.
Waiting for yours reply
If slip is the only mechanism of
plastic deformation of a crystal and Schmid law governs the slip
activity, the overall response of an aggregate of such crystals
features the normality rule of classical plasticity, see
node/15347
for a rigorous recent proof. Any deviation from Schmid law is
referred to as a non-Schmid effect. In general, these effects may be
of two kinds: in addition to the resolved shear stress (on a slip
system), other stress components may influence slip activity or/and
the hardening of a slip system (representative examples for each kind
are described, for example, in Qin and Bassani(1992) and Spitzig
In the classical (rate-independent)
theory of metal plasticity, the plastic spin has been an issue of
research and debate for about thirty years. Judging by the content
of current publications on the topic (regarding modeling
possibilities, consequences and applications), it seems that the
concept has acquired a certain degree of acceptance, although no
rigorous justification, at theoretical level, has ever been provided.
In the attached preprint this matter is investigated starting from
Normal
0
false
false
false
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The 2013 Timoshenko Medal paper "Completion and Closure on Failure Criteria for Unidirectional Fiber Composite Materials " by Professor Richard Christensen from Stanford University is published in the Journal of Applied Mechanics in its January issue, 2014. Professor Christensen will receive the ASME Timoshenko Medal at the IMECE conference in San Diego, CA, in November, 2013.
