Nonlinear analysis of beams and arches undergoing large rotations

Journal of Engineering Mechanics

Volumn 123, Issue 4, 1997, Pages 394-398

  Gummadi, L N B ^b   Palazotto, A N ^a,b  

^a ASCE ^*

^b Air Force Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0343842166     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1997)123:4(394)     Document Type: Article

References (6)

1. Bishhopp, K. E., and Drucker, D. C. (1945). "Large deflection of cantilever beams." Quarterly of Appl. Math., 3, 272-275.
2. Creaghan, S. G., and Palazotto, A. N. (1994). "Nonlinear large displacement and moderate rotational characteristics of composite beams incorporating transverse shear." Comp. and Struct., 51(4), 357-371.
3. Huddleston, J. V. (1968). "Finite deflections and snap-through of high circular arches." J. Appl. Mech., 35(4), 763-769.
4. Miller, D. A., and Palazotto, A. N. (1995). "Nonlinear finite element analysis of composite beams and arches using large rotation theory." Finite Elements in Anal. and Des., 19, 131-152.
5. Palazotto, A. N., and Dennis, S. T. (1992). Nonlinear analysis of shell structures. Am. Inst. of Aeronautics and Astronautics, Washington, D.C.
6. Tsai, C. T., and Palazotto, A. N. (1991). "Nonlinear and multiple snapping responses of cylindrical panels comparing displacement control and Riks method." Comp. and Struct., 41(4), 605-610.