How can I model post-pretensioned beams? - Finite Element Modeling
https://polymerfem.com/community/finite-element-modeling-aa/how-can-i-model-post-pretensioned-beams/
PolymerFEM.com Discussion Boarden-USMon, 24 Jun 2024 15:29:40 +0000wpForo60
https://polymerfem.com/community/finite-element-modeling-aa/how-can-i-model-post-pretensioned-beams/#post-6180
Sun, 26 Oct 2008 23:29:31 +0000I have solved this problem by using Rebar layer.]]>Finite Element Modelingtuvw229https://polymerfem.com/community/finite-element-modeling-aa/how-can-i-model-post-pretensioned-beams/#post-6180
https://polymerfem.com/community/finite-element-modeling-aa/how-can-i-model-post-pretensioned-beams/#post-6170
Sun, 26 Oct 2008 22:36:26 +0000Finite Element ModelingJorgenhttps://polymerfem.com/community/finite-element-modeling-aa/how-can-i-model-post-pretensioned-beams/#post-6170How can I model post-pretensioned beams?
https://polymerfem.com/community/finite-element-modeling-aa/how-can-i-model-post-pretensioned-beams/#post-26995
Thu, 16 Oct 2008 03:29:36 +00001. I embedded truss element into solid element, I can add prestressing stress like pre-tensioning method but can not hold the stress like post-tensioning method.2. Then I tried *NITIAL CONDITIONS, TYPE=STRESS, REBAR by surface element with rebar layer. I could add the stress to the rebar layer and even I could get the stress in rebar layer. But the girder did not deform like post-tensioned beam. Whats the problem? Does someone give me some idears? Thanks first!]]>Finite Element Modelingtuvw229https://polymerfem.com/community/finite-element-modeling-aa/how-can-i-model-post-pretensioned-beams/#post-26995