The study in this paper compares three different beam models and relevant finite elements
for the nonlinear analysis of composite members with partial interaction. These models are …

A new finite element model based on a higher order beam theory is presented for the
analysis of composite beams. The proposed model takes into account the effect of partial …

Based on the kinematic assumptions of Timoshenko's beam theory, this paper formulates
the principle of virtual work and reciprocal theorem of work for the partial-interaction …

Modeling and analysis of composites with curvilinear fiber reinforcement is rather
challenging in terms of accuracy and computational cost associated with variable material …

为提高深梁结构内力及变形的计算精度和效率, 以Timoshenko 梁理论为基础,
建立了深梁位移控制方程, 进而构造了深梁挠度, 截面弯曲转角和剪切角的解析位移形函数 …

The authors present an analytical solution for two-layered beam with interlayer slip.
Timoshenko's kinematic assumptions are used for both layers imposing the constraint of …

Dynamic response of composite beams with partial interaction is presented using a one-
dimensional finite-element model based on a higher-order beam theory. The proposed …

In this paper, a beam theory for linear two-layer beams is presented in the framework of the
Finite Element (FE) method. In particular, the beam theory aims to represent the static and …

This paper presents an efficient mathematical model for studying the buckling behavior of
geometrically perfect elastic two-layer composite columns with interlayer slip between the …

A new one dimensional finite element model based on a higher order beam theory is
presented for the analysis of composite beams taking into account the effect of longitudinal …