期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2018
卷号：153
期号：5
页码：052015
DOI：10.1088/1755-1315/153/5/052015
语种：English
出版社：IOP Publishing
摘要：On the basis of accurately considering axial extension and the first-order transverse shearing, geometrically nonlinear governing equations for composite sandwich beams with elastic support, subjected to thermal loads, are formulated. By using a shooting method, the two-point boundary value problem for nonlinear ordinary differential equations are solved numerically and the numerical solutions to static thermal post-buckling and thermal bending deformation of the sandwich beams with pinned-fixed ends under transverse uniform thermal loads are obtained. And critical thermal buckling modes transition feature are given. With the increasing foundation stiffness parameters, the corresponding physical meaning and the curves of relationship between temperature parameters and the boundary force and moment is given.
