Plane hybrid stress element method for 3D hollow bodies of uniform thickness

Computers and Structures

Volumn 79, Issue 5, 2001, Pages 483-497

  Dhanasekar, M ^a   Xiao, Q Z ^a,b  

^a CENTRAL QUEENSLAND UNIVERSITY   (Australia)

^b UNIVERSITY OF SCIENCE AND TECHNOLOGY OF CHINA   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL GEOMETRY; CONVERGENCE OF NUMERICAL METHODS; FINITE ELEMENT METHOD; OPTIMIZATION; RESIDUAL STRESSES; STRESS ANALYSIS;

PLANE HYBRID STRESS ELEMENT METHOD;

STRUCTURAL ANALYSIS;

EID: 0035254731     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(00)00152-8     Document Type: Article

References (10)

1. Sayed-Ahmed E.Y., Shrive N.G. Numerical analysis of face-shell bedded hollow masonry walls subjected to concentrated loads. Can J Civ Engng. 22:1995;802-818.
2. Timoshenko SP, Goodier JN. Theory of elasticity. 3rd ed. New York: McGraw-Hill; 1970.
3. Ye Z.M. A new finite element formulation for planar elastic deformation. Int J Numer Meth Engng. 40:1997;2579-2591.
4. Xiao QZ, Dhanasekar M. Plane hybrid stress element for 3D problems, SICCST, in press.
5. Xiao QZ, Dhanasekar M. Plane hybrid stress element method for bodies of moderate thickness, submitted for publication.
6. Pian T.H.H., Wu C.C. A rational approach for choosing stress terms for hybrid finite element formulations. Int J Numer Meth Engng. 26:1988;2331-2343.
7. Wu C.C., Bufler H. Multivariable finite elements: consistency and optimization. Sci China A. 34:1991;284-299.
8. Pian T.H.H., Sumihara K. Rational approach for assumed stress finite elements. Int J Numer Meth Engng. 20:1984;1685-1695.
9. Page A.W., Shrive N.G. Concentrated loads on hollow concentrate masonry. ACI Struct J. 87:1990;436-444.
10. Cheema TS, Klingner RE. Compressive strength of concrete masonry prisms. J Am Concrete Inst 1986;88-97.