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Questions related from Mohammed Ahmed
I am looking for a mathematical relationship to approximate the location at which abutments start affecting the flow field or velocity field of the current. Basically the distance where the...
07 July 2018 4,104 1 View
Hello All when modeling a Birdge in abaqus and you want to find the deck deflection, do you use U or, UT ? Thanks
04 April 2018 4,561 0 View
I have modeled a Steel I-girder bridge with a moving load in abaqus, i need to extract the maximum shear stresses fro each girder. is it the S, Mises or S11 S12 S22 S33 depending on my orientations??
04 April 2018 1,455 3 View
Hello Everyone, I am trying to model An integral Abutment bridges in Abaqus CAE, the bridge is fairly simple, a concrete deck resting on 10 Steel (I-Beam) girders. i am having a lot of problems...
01 January 2018 2,305 1 View
Hello every one I am trying to create a connection between a concrete deck defined as a shell and steel girders defined as wires, i have chosen to do this by creating an MPC connector type beam....
11 November 2017 3,073 0 View
Dear all, I am modeling a deck on steel i girders but whenecer i define the contact and the restraints i get these 3 errors, how can i fix it I keep getting this error For *tie pair...
08 August 2017 4,373 0 View
Hello everyone, i am currently modeling a steel i girder bridge in abaqus, i would like to know how to model the contact between the girders and the bridge. there is a total of 10 girders that all...
08 August 2017 6,529 1 View
hello guys, when modeling a moving load (truck) on a bridge in sap2000 , and you choose say the full 3 lanes how does sap run the trucks, i.e does sap run the trucks on three lanes simultaneously...
07 July 2017 8,399 1 View
