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Effect of Horizontal Shear Transfer on Stresses Beneath Steel Bearing Plates
[thesis]
In practice, the design of pot bearing steel plates is usually based on assuming that stresses beneath the plate are uniformly distributed. There is also no consideration given to the effect of shear stresses transmitted through the interface between the surfaces of the Plates and the supporting concrete abutment. However, in this analytical investigation, the behavior of pot bearing steel plates supported by concrete abutment was studied using finite elements analysis. There were no special
doi:10.23860/thesis-arouri-hasan-1983
fatcat:gftwy76jwjcj3j5sky2l5zjfkm