Coupling elastic models through interfacial conditions with application to concrete pavement overlays

被引：1

作者：

White, LW ^{[1
]}

Zaman, M

机构：

[1] Univ Oklahoma, Dept Math, Norman, OK 73019 USA

[2] Univ Oklahoma, Dept Civil & Environm Engn, Norman, OK 73019 USA

来源：

APPLIED MATHEMATICS AND COMPUTATION | 2001年 / 123卷 / 02期

关键词：

parameter estimation; Mindlin-Timoshenko plates; pavement overlays;

D O I：

10.1016/S0096-3003(00)00061-8

中图分类号：

O29 [应用数学];

学科分类号：

070104 ;

摘要：

A simple mathematical model accompanied with a validation is presented to capture the deformation behavior observed in laboratory tests involving overlayed concrete samples. The model presented is based on linear elasticity in which the layers are conceptually envisioned as Mindlin plates overlaying one another while resting of a Winkler-type foundation. The interfacial conditions involve a coupling between the plates through elastic conditions satisfied by their relative displacements. Experimental validation is conducted on samples using analogous Timoshenko beam models. (C) 2001 Elsevier Science Inc. All rights reserved.

引用

页码：187 / 204

页数：18

共 15 条

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