A SHEAR LOCKING FREE ISOPARAMETRIC 3-NODE TRIANGULAR FINITE-ELEMENT FOR MODERATELY-THICK AND THIN PLATES

被引：15

作者：

KABIR, HRH

机构：

[1] Engineering Mechanics Research Corporation, Troy, Michigan, 48083

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 1992年 / 35卷 / 03期

关键词：

D O I：

10.1002/nme.1620350306

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

A shear locking free isoparametric three-node triangular plate bending element, KEYA, is developed. Reissner/Mindlin theory that incorporates transverse shear deformation is assumed in the plate formulations. Numerical results include patch tests, convergence of transverse displacement and stress resultants, and variations of them for various parametric effects on cantilever, simply supported and clamped plates.

引用

页码：503 / 519

页数：17

共 50 条

[21] FINITE-ELEMENT ANALYSIS OF THE NONLINEAR VIBRATIONS OF MODERATELY THICK UNSYMMETRICALLY LAMINATED COMPOSITE PLATES
SINGH, G
RAO, GV
IYENGAR, NGR
JOURNAL OF SOUND AND VIBRATION, 1995, 181 (02) : 315 - 329
[22] BENDING ANALYSIS OF RECTANGULAR MODERATELY THICK PLATES USING SPLINE FINITE-ELEMENT METHOD
SHEN, PC
HE, PX
COMPUTERS & STRUCTURES, 1995, 54 (06) : 1023 - 1029
[23] PERFORMANCE OF AN ANISOTROPIC ALLMAN DKT 3-NODE THIN TRIANGULAR FLAT SHELL ELEMENT
ERTAS, A
KRAFCIK, JT
EKWAROOSIRE, S
COMPOSITES ENGINEERING, 1992, 2 (04): : 269 - 280
[24] ANISOTROPIC ELASTOPLASTIC FINITE-ELEMENT ANALYSIS OF THICK AND THIN PLATES AND SHELLS
OWEN, DRJ
FIGUEIRAS, JA
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1983, 19 (04) : 541 - 566
[25] A SHEAR-FLEXIBLE TRIANGULAR FINITE-ELEMENT MODEL FOR LAMINATED COMPOSITE PLATES
LAKSHMINARAYANA, HV
MURTHY, SS
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1984, 20 (04) : 591 - 623
[26] Locking-free triangular plate element using polynomial incompatible approximation for analysis of cracked thick–thin plates
Hehua Zhu
Guangchao Zhang
Yongchang Cai
International Journal of Fracture, 2018, 211 : 1 - 12
[27] A unified approach to meshless analysis of thin to moderately thick plates based on a shear-locking-free Mindlin theory formulation
Khezri, M.
Gharib, M.
Rasmussen, K. J. R.
THIN-WALLED STRUCTURES, 2018, 124 : 161 - 179
[28] Buckling failure analysis of cracked functionally graded plates by a stabilized discrete shear gap extended 3-node triangular plate element
Liu, P.
Bui, T. Q.
Zhu, D.
Yu, T. T.
Wang, J. W.
Yin, S. H.
Hirose, S.
COMPOSITES PART B-ENGINEERING, 2015, 77 : 179 - 193
[29] A DISCRETE SHEAR TRIANGULAR 9 DOF ELEMENT FOR THE ANALYSIS OF THICK TO VERY THIN PLATES
BATOZ, JL
LARDEUR, P
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1989, 28 (03) : 533 - 560
[30] A 3-node flat triangular shell element with corner drilling freedoms and transverse shear correction
Zhang, Yun
Zhou, Huamin
Li, Jianhui
Feng, Wei
Li, Dequn
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2011, 86 (12) : 1413 - 1434

← 1 2 3 4 5 →