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Questions related from Mohamed Bayoumi
i am working on bolted angle steel connection , how to model the symmetric for bolts with beam web , and how to apply pretension force for these bolts since it will model as half bolt and the...
10 October 2018 7,279 3 View
i am modeling steel angle bolted connection , when plot stress strain curve for an element in the top angle(red one) , the curve far away from input data (blue one) can anyone explain please
09 September 2018 2,918 1 View
How will i represent the bolt in shear IN ABAQUS (i have gross area and stress area ) , i read some paper talk about make a void inside the bolt . any suggestion
09 September 2018 3,829 0 View
moment curvature curve from many models in abaqus for bolted angle steel connection gives always higher values than experiments , i tried to generate many models but always getting same results...
09 September 2018 7,517 1 View
I am working on steel bolted angles connection, my issue is when I mesh the flange thickness of the beam and column I got a very different curve from same model when the flange thickness not meshed
09 September 2018 1,280 2 View
I am modelling Steel connection and i I apply foce on the beam to make moment on the connection. But when I increase the applied load, the displacements and stresses are always increasing. In...
08 August 2018 4,859 0 View
I am modelling Steel connection and i I apply foce on the beam to make moment on the connection. But when I increase the applied load, the displacements are always increasing. In other words, the...
08 August 2018 1,414 0 View
