A displacement-based formulation for steel-concrete composite beams with shear lag

被引：0

作者：

Sun, FF ^{[1
]}

Bursi, OS ^{[1
]}

机构：

[1] Trent Univ, Dept Struct & Mech Engn, Trento, Italy

来源：

COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES | 2003年

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D O I：

暂无

中图分类号：

TB33 [复合材料];

学科分类号：

摘要：

A displacement-based formulation for composite beams with shear lag is proposed in this paper. In order to validate accuracy and robustness of the proposed formulation, some modelling aspects relevant to kinematic assumptions, shear warping function, shape functions, patch test and convergence rate are investigated in detail.

引用

页码：827 / 837

页数：11

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