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Dear All users for Riks: It is such a gospel to have Riks as a numerical tool to model structure buckling behaviour. However, there is a puzzle for me, when I model a column with solid square...
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Hi dear Scholars: What ABAQUS does when embed 3D beam element not truss element to 3D solid elements? For my research, I need to use beam elements to bear bending moment when embedded to 3d...
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Dear all mates here: I am struggling about a question when I apply pin boundary condition to a solid element steel bar in ABAQUS. I knew from another mate that as long as I restrain all the nodes...
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Dear all: I recently apply eigenvalue buckling to investigate the behaviour of a bar under compression, but when I set the boundary condition, there is another unusual option for me, and I cannot...
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Dear friends here: Thanks for your reply to my previous questions, and I learnt really a lot from this forum, thanks everyone who helped me, May all the things goes well on you! Now, I found a...
02 January 2016 893 11 View
Dear friends in the similar field: Happy new year and all the best wishes for you! I am recently doing some analysis about non-elastic buckling, and after the help from some kind people here, I...
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Hi all: I got a tough problem about ABAQUS Riks, in the stopping criteria, I was asked to define the Maximum load proportionality factor. I know that the load proportionality factor was used to...
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