Mixed Lagrangian Formulation for Linear Thermoelastic Response of Structures

被引:38
作者
Apostolakis, Georgios [1 ]
Dargush, Gary F. [1 ]
机构
[1] SUNY Buffalo, Dept Mech & Aerosp Engn, Buffalo, NY 14260 USA
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 2012年 / 138卷 / 05期
关键词
Thermoelasticity; Variational methods; Mixed Lagrangian formulation; Hamilton's principle; Discrete variational calculus; Mixed methods; Flexibility methods; Symplectic algorithms; VARIATIONAL INTEGRATORS; HAMILTONIAN-SYSTEMS; IRREVERSIBLE THERMODYNAMICS; GEOMETRIC INTEGRATORS; RECIPROCAL RELATIONS; COLLAPSE SIMULATION;
D O I
10.1061/(ASCE)EM.1943-7889.0000346
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Although a complete unified theory for elasticity, plasticity, and damage does not yet exist, an approach on the basis of thermomechanical principles may be able to serve as the foundation for such a theory. With this in mind, as a first step, a mixed formulation is developed for fully coupled, spatially discretized linear thermoelasticity under the Lagrangian formalism by using Hamilton's principle. A variational integration scheme is then proposed for the temporal discretization of the resulting Euler-Lagrange equations. With this discrete numerical time-step solution, it becomes possible, for proper choices of state variables, to restate the problem in the form of an optimization. Ultimately, this allows the formulation of a principle of minimum generalized complementary potential energy for the discrete-time thermoelastic system. DOI: 10.1061/(ASCE)EM.1943-7889.0000346. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:508 / 518
页数:11
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