Buckling of Delaminated Composite Beams with Shear Deformation Effect
Author:
Affiliation:
1. Prof., Dept. of Civ. Engrg., Technion—Israel Inst. of Technol., Technion City, Haifa 32000, Israel.
2. Assoc. Prof., Dept. of Civ. Engrg., Technion—Israel Inst. of Technol., Technion City, Haifa 32000, Israel.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A11%281148%29
Reference20 articles.
1. Chen H. P. ( 1991). “Shear deformation theory for compressive delamination buckling and growth.” AIAA J. 29(5) 813–819.
2. Chen H. P. ( 1993). “Transverse shear effects on buckling and post-buckling of laminated and delaminated plate.” AIAA J. 31(1) 163–169.
3. Chen H. P. and Chang W. C. ( 1994). “Delamination buckling analysis for unsymmetric composite laminates.” Proc. 39th Int. SAMPE Symp. 2855–2867.
4. Kapania R. K. and Raciti S. ( 1989). “Recent advances in analysis of laminated beams and plates part I: Shear effects and buckling.” AIAA J. 27(7) 923–934.
5. Kardomateas G. A. and Schmueser D. W. ( 1988). “Buckling and post-buckling of delaminated composites under compressive loads including transverse shear effects.” AIAA J. 26(3) 337–343.
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