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In-Plane Inelastic Strengths of Steel Arches
The in-plane inelastic strengths of steel arches are investigated using a finite element program for the nonlinear inelastic analysis. The elastic-plastic behavior of the arches is determined by taking into account the effects of the arch curvature, large deformations, material inelasticity, initial crookedness and residual stresses. A number of different load arrangements are studied, which induced uniform compression or combined bending and compression in the arches. The effects of various factors on the in-plane inelastic strengths of steel arches are investigated.
In-Plane Inelastic Strengths of Steel Arches
The in-plane inelastic strengths of steel arches are investigated using a finite element program for the nonlinear inelastic analysis. The elastic-plastic behavior of the arches is determined by taking into account the effects of the arch curvature, large deformations, material inelasticity, initial crookedness and residual stresses. A number of different load arrangements are studied, which induced uniform compression or combined bending and compression in the arches. The effects of various factors on the in-plane inelastic strengths of steel arches are investigated.
In-Plane Inelastic Strengths of Steel Arches
Y. L. Pi (Autor:in) / N. S. Trahair (Autor:in)
1995
46 pages
Report
Keine Angabe
Englisch
In-plane inelastic strengths of steel arches
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