On a New Method of Quasi-static and Dynamic Analysis of Viscoelastic Plate on Elastic Foundation

被引:0
作者
Tekin, Gulcin [1 ]
Kadioglu, Fethi [2 ]
机构
[1] Yildiz Tech Univ, Dept Civil Engn, Istanbul, Turkiye
[2] Istanbul Tech Univ, Dept Civil Engn, Istanbul, Turkiye
来源
TURKISH JOURNAL OF CIVIL ENGINEERING | 2023年 / 34卷 / 06期
关键词
Viscoelastic plate; plate-foundation interaction; wave-type loadings; Gateaux differential; Laplace-Carson transform; Dubner & Abate; FINITE-ELEMENT-METHOD; FREE-VIBRATION ANALYSIS; PASTERNAK FOUNDATION; COMPOSITE PLATES; THIN PLATES;
D O I
10.18400/tjce.1268992
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An alternative solution technique based on mixed finite element (MFE) formulation in the Laplace-Carson domain is proposed for quasi-static and dynamic analyses of viscoelastic plate (VEP) resting on an elastic foundation (EF). This work contributes a numerical solution to the problem of a viscoelastic Kirchhoff plate supported on a Winkler foundation. VEP-EF interaction problems are taken into account under different wave-type loadings. The viscoelastic material behavior of the plate is modeled by the Zener rheological solid model. A four-nodded linear isoparametric element with sixteen degrees of freedom is used to model the VEP. The functional developed in the Laplace-Carson domain based on the Gateaux differential method is transformed to the real time domain by utilizing the Dubner and Abate (D&A) inverse Laplace transform technique (ILTT). To evaluate the applicability of the results, five numerical samples are considered. Further analyzes are performed on different wave type loadings to offer a new perspective on the time-dependent behavior of VEP on EF.
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页码:81 / 98
页数:18
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