Nonlinear Buckling Mechanism of an Arch Subjected to a Symmetrically-placed Point Load

Author:

Li ZhaochaoORCID,Zheng JunxingORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference42 articles.

1. ABAQUS (2013). User’s Manual: Version 6.12, Simulia, Providence, RI, USA.

2. Allen, H. G. and Bulson, P. S. (1980). Background to buckling, McGraw-Hill, London, UK.

3. Bažant, Z. P. and Cedolin, L. (2010). Stability of structures: Elastic, inelastic, fracture and damage theories, World Scientific, Hackensack, NJ, USA.

4. Belytschko, T. and Glaum, L.W. (1979). “Applications of higher order corotational stretch theories to nonlinear finite element analysis.” Computers & Structures, Vol. 10, Nos. 1–2, pp. 175–182, DOI: https://doi.org/10.1016/0045-7949(79)90085-3 .

5. Boot, J. C. (1998). “Elastic buckling of cylindrical pipe linings with small imperfections subjected to external pressure.” Trenchless Technology Research, Vol. 12, Nos. 1–2, pp. 3–15.

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