Simplified analysis of thin-walled composite members

Journal of Structural Engineering

Volumn 122, Issue 11, 1996, Pages 1379-1382

  Ghorbanpoor, A ^a,b   Omidvar, B ^a  

^a University of Wisconsin Milwaukee   (United States)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); DIFFERENTIAL EQUATIONS; ELASTIC MODULI; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; TORSIONAL STRESS;

COMPOSITE THIN WALLED MEMBERS; STRUCTURAL RIGIDITY; THIN WALLED OPEN SECTIONS; VLASOV RELATIONS;

COMPOSITE STRUCTURES;

EID: 0030289546     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:11(1379)     Document Type: Article

References (6)

1. "Analysis of the test methods for high modulus fibers and composites." (1972). ASTM Spec. Tech. Publ. 521, ASTM, Philadelphia, Pa.
2. Bauld, N. R., Jr., and Tzeng, L. S. (1984). "A Vlasov theory for fiber-reinforced beams with thin-walled open cross section." Int. J. Solids and Struct., 20(3), 277-297.
3. Gjelsvik, A. (1981). The theory of thin walled bars. John Wiley & Sons, Inc., New York, N.Y.
4. Omidvar, B., and Ghorbanpoor, A. (1996). "Nonlinear FE solution for thin-walled open-section composite beams." J. Struct. Engrg., ASCE, 122(11), 1369-1378.
5. Phillip, L. N. (1989). Design with advanced composite materials. Springer-Verlag, London, England.
6. Vlasov, V. Z. (1961). Thin-walled elastic beams, 2nd Ed., Israel Program for Scientific Translation, Jerusalem, Israel.