Splitting Behaviour Analysis of Steel Cladding Systems


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Key Engineering Materials (Volumes 274-276)

Edited by:

W.P. Shen and J.Q. Xu






M.L. Duan "Splitting Behaviour Analysis of Steel Cladding Systems", Key Engineering Materials, Vols. 274-276, pp. 151-156, 2004

Online since:

October 2004





[1] M. Mahendran: Random block load testing of steel roof claddings to simulate cyclonic wind forces, International Conference on Steel and Aluminium Structures, Singapore, Vol. 91 (1991), pp.753-762.

[2] M. Mahendran: Test methods for the determination of pull-through strength of screwed connections in profiled steel claddings, Australian Civil Engineering Transactions, Australia, CE37(3) (1995), pp.219-227.

[3] Standards Australia (SA) (1996) AS4600 Cold-formed steel structures code, Sydney.

[4] M. Mahendran: Behaviour and design of crest-fixed profiled steel roof claddings under Wind Uplift, Engineering Structures, Vol. 16(5) (1994), pp.368-376.

DOI: 10.1016/0141-0296(94)90030-2

[5] M. Mahendran and R.B. Tang: Pull-through strength of high tensile steel cladding systems, Australian Journal of Structural Engineering, Vol. 2(1) (1999), pp.37-50.

[6] D. Mahaarachchi and M. Mahendran: Pull-through failures in crest-fixed high tensile steel claddings, Proc. of Australasian Structural Engineering Conference, Gold Coast, Australia, (2001), pp.483-490.

DOI: 10.1016/j.engstruct.2008.09.013

[7] M. Duan and M. Mahendran: Adaptive Nonlinear Finite Element Analyses for High Strength Steel Cladding Systems, 16th International Specialty Conference on Cold-Formed Steel Structures, Orlando, Florida, U.S.A. (2002), pp.96-108.

[8] T.H.H. Pian and D.P. Chen: Alternative way for formulation of hybrid stress elements, Int. J. Numer. Methods. Eng. Vol. 18 (1982), pp.1679-1684.

DOI: 10.1002/nme.1620181107

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