Shear buckling analysis of cross-ply laminated plates resting on Pasternak foundation

被引：3

作者：

Topal, Umut ^{[1
]}

Nazarimofrad, Ebrahim ^{[2
]}

Kholerdi, Seyed Ebrahim Sadat ^{[3
]}

机构：

[1] Karadeniz Tech Univ, Fac Technol, Dept Civil Engn, Trabzon, Turkey

[2] Bu Ali Sina Univ, Dept Civil Engn, Hamadan, Iran

[3] Malayer Univ, Dept Civil Engn, Malayer, Iran

来源：

STRUCTURAL ENGINEERING AND MECHANICS | 2018年 / 68卷 / 03期

关键词：

laminated composite plates; shear buckling; Rayleigh Ritz method; Pasternak foundation; RESTRAINED ORTHOTROPIC PLATES; COMPOSITE PLATES; ELASTIC-FOUNDATION; INPLANE SHEAR; RITZ METHOD; VIBRATION; LOADS;

D O I：

10.12989/sem.2018.68.3.369

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents the shear buckling analysis of symmetrically laminated cross-ply plates resting on Pasternak foundation under pure in-plane uniform shear load. The classical laminated plate theory is used for the shear buckling analysis of laminated plates. The Rayleigh-Ritz method with novel plate shape functions is proposed to solve the differential equations and a computer programming is developed to obtain the shear buckling loads. Finally, the effects of the plate aspect ratios, boundary conditions, rotational restraint stiffness, translational restraint stiffness, thickness ratios, modulus ratios and foundation parameters on the shear buckling of the laminated plates are investigated.

引用

页码：369 / 375

页数：7

共 29 条

[1] Buckling and vibrations of unsymmetric laminates resting on elastic foundations under in-plane and shear forces [J].

Aiello, MA ;

Ombres, L .

COMPOSITE STRUCTURES, 1999, 44 (01) :31-41

[2] Buckling of symmetrically laminated quasi-isotropic thin rectangular plates [J].

Altunsaray, Erkin ;

Bayer, Ismail .

STEEL AND COMPOSITE STRUCTURES, 2014, 17 (03) :305-320

[3] Buckling and vibration of symmetric laminated composite plates with edges elastically restrained [J].

Ashour, AS .

STEEL AND COMPOSITE STRUCTURES, 2003, 3 (06) :439-450

[4]

Baseri V, 2016, STEEL COMPOS STRUCT, V21, P883

[5] Buckling of symmetrically laminated plates using nth-order shear deformation theory with curvature effects [J].

Becheri, Tawfiq ;

Amara, Khaled ;

Bouazza, Mokhtar ;

Benseddiq, Noureddine .

STEEL AND COMPOSITE STRUCTURES, 2016, 21 (06) :1347-1368

[6] SHEAR BUCKLING RESPONSE OF TAILORED COMPOSITE PLATES [J].

BIGGERS, SB ;

PAGEAU, SS .

AIAA JOURNAL, 1994, 32 (05) :1100-1103

[7] Shear buckling of rotationally-restrained composite laminated plates [J].

Chen, Qingyuan ;

Qiao, Pizhong .

THIN-WALLED STRUCTURES, 2015, 94 :147-154

[8] Buckling and free vibration analysis of thick rectangular plates resting on elastic foundation using mixed finite element and differential quadrature method [J].

Dehghan, Mehdi ;

Baradaran, Gholam Hosein .

APPLIED MATHEMATICS AND COMPUTATION, 2011, 218 (06) :2772-2784

[9] Shear buckling analysis of laminated plates on tensionless elastic foundations [J].

Dong, Jianghui ;

Ma, Xing ;

Zhuge, Yan ;

Mills, Julie E. .

STEEL AND COMPOSITE STRUCTURES, 2017, 24 (06) :697-709

[10] Study of interaction curves for composite laminate subjected to in-plane uniaxial and shear loadings [J].

Iyengar, NGR ;

Chakraborty, A .

COMPOSITE STRUCTURES, 2004, 64 (3-4) :307-315

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