AbstractA finite element-based beam analysis for anisotropic beams with arbitrary-shaped cross-sections is developed with the aid of a formal asymptotic expansion method. From the equilibrium equations of the linear three-dimensional (3D) elasticity, a set of the microscopic 2D and macroscopic 1D equations are systematically derived by introducing the virtual work concept. Displacements at each order are split into two parts, such as fundamental and warping solutions. First we seek the warping solutions via the microscopic 2D cross-sectional analyses that will be smeared into the macroscopic 1D beam equations. The variations of fundamental solutions enable us to formulate the macroscopic 1D beam problems. By introducing the orthogonality of...
This two-part work describes the development of a comprehensive and reliable tool for analysis of th...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/77024/1/AIAA-2007-2275-358.pd
An efficient and accurate anisotropic closed-section beam theory has been developed for both thin- a...
AbstractIn this research, an efficient and effective method is proposed to derive the boundary condi...
AbstractThe variational–asymptotic method has been applied to develop an asymptotically correct mode...
Using the 3-D equations of linear elasticity and the asylllptotic expansion methods in terms of powe...
An anisotropic thin walled closed section beam theory was developed based on an asymptotical analysi...
peer-reviewedThe fully anisotropic response of composite beams is an important consideration in dive...
Beam has historically found its broad applications. Nowadays, many engineering constructions still r...
A rigorous theory and corresponding computational algorithms was developed for a variety of problems...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76337/1/AIAA-31620-757.pd
AbstractThe paper presents a one-dimensional model for anisotropic active slender structures that ca...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
Spanwise nonuniformity effects are modeled in the cross-sectional analysis of beam theory. This mod...
This two-part work describes the development of a comprehensive and reliable tool for analysis of th...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/77024/1/AIAA-2007-2275-358.pd
An efficient and accurate anisotropic closed-section beam theory has been developed for both thin- a...
AbstractIn this research, an efficient and effective method is proposed to derive the boundary condi...
AbstractThe variational–asymptotic method has been applied to develop an asymptotically correct mode...
Using the 3-D equations of linear elasticity and the asylllptotic expansion methods in terms of powe...
An anisotropic thin walled closed section beam theory was developed based on an asymptotical analysi...
peer-reviewedThe fully anisotropic response of composite beams is an important consideration in dive...
Beam has historically found its broad applications. Nowadays, many engineering constructions still r...
A rigorous theory and corresponding computational algorithms was developed for a variety of problems...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/76337/1/AIAA-31620-757.pd
AbstractThe paper presents a one-dimensional model for anisotropic active slender structures that ca...
An asymptotically-exact methodology is presented for obtaining the cross-sectional stiffness matrix ...
Spanwise nonuniformity effects are modeled in the cross-sectional analysis of beam theory. This mod...
This two-part work describes the development of a comprehensive and reliable tool for analysis of th...
Peer Reviewedhttp://deepblue.lib.umich.edu/bitstream/2027.42/77024/1/AIAA-2007-2275-358.pd
An efficient and accurate anisotropic closed-section beam theory has been developed for both thin- a...