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- W2347262858 abstract "In the design of steel bridge,the tensile stress σz at the direction of thickness usually become significant when using thick steel plate with taper cross-section.The stress σz is caused by the feature of structure system(taper cross-section);however,it is often ignored in the practical application.In this paper,the stress σz was studied under different thicknesses of steel plates and different slopes of connection structures.A numerical analysis was performed using finite element models under the axial force and bending moment.Simultaneously an analytical formula of σz is derived based on the elasticity theory.The relationship between the σz and key design parameters of steel plate,i.e.,thickness and slopes of connection structure,can be determined based on the numerical and analytical results.This paper can assist engineers for the conceptual design of the thick steel plates." @default.
- W2347262858 created "2016-06-24" @default.
- W2347262858 creator A5067528010 @default.
- W2347262858 date "2009-01-01" @default.
- W2347262858 modified "2023-09-26" @default.
- W2347262858 title "Tensile Stress at Z Direction of Thick Steel Plate with Taper Cross-section" @default.
- W2347262858 hasPublicationYear "2009" @default.
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