iMechanica - Comments for "defining residual stresses, ABAQUS subroutines SIGINI/HARDINI"
https://imechanica.org/node/13992
Comments for "defining residual stresses, ABAQUS subroutines SIGINI/HARDINI"enExplanation
https://imechanica.org/comment/27299#comment-27299
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<p><em>In reply to <a href="https://imechanica.org/node/13992">defining residual stresses, ABAQUS subroutines SIGINI/HARDINI</a></em></p>
<div class="field field-name-comment-body field-type-text-long field-label-hidden"><div class="field-items"><div class="field-item even"><p>Can you please explain me how to run and use SIGINI subroutine</p>
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</ul>Wed, 20 May 2015 19:42:54 +0000Vanadiumcomment 27299 at https://imechanica.orgHow did you define contact between beam and shell
https://imechanica.org/comment/27295#comment-27295
<a id="comment-27295"></a>
<p><em>In reply to <a href="https://imechanica.org/node/13992">defining residual stresses, ABAQUS subroutines SIGINI/HARDINI</a></em></p>
<div class="field field-name-comment-body field-type-text-long field-label-hidden"><div class="field-items"><div class="field-item even"><p>How did you define contact between beam and shell, Did you use coupling</p>
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</ul>Wed, 20 May 2015 10:48:20 +0000Vanadiumcomment 27295 at https://imechanica.orgHello,
My problem is also
https://imechanica.org/comment/25281#comment-25281
<a id="comment-25281"></a>
<p><em>In reply to <a href="https://imechanica.org/node/13992">defining residual stresses, ABAQUS subroutines SIGINI/HARDINI</a></em></p>
<div class="field field-name-comment-body field-type-text-long field-label-hidden"><div class="field-items"><div class="field-item even"><p>
Hello,
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My problem is also approx same, i modeled 2D beam with plate and simulated welding using Abaqus so now i have a 2D coverplated beam cross-section with residual stress distribution and now i want to use this residual stress data in my 3D beam so that i can find load carring capacity.
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so do you have any idea how can i use my 2D residual stress result for whole lenght of beam ??
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and what kind of intraction i can use for bearing plate at loading point and support?? and why rigid?actual plate won't be rigid so can i use deformable body but i'm not sure about interaction of this with beam.
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so if anyone have any idea, i'll be very great full for your suggestion.
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Thankyou
</p>
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</ul>Sat, 21 Dec 2013 14:11:50 +0000HoneyVermacomment 25281 at https://imechanica.orgError | iMechanica