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Locking-free Thick-Thin Rod/Beam Element for Large Deformation Analyses of Space-Frame Structures, Based on the Reissner Variational Principle and A Von Karman Type Nonlinear Theory

Y.C. Cai1,2, J.K. Paik3, S.N. Atluri4

Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Department of Geotechnical Engineering, Tongji University, Shanghai 200092, P.R.China. E-mail: yc_cai@163.net
Key Laboratory for the Exploitation of Southwest Resources and Environmental Disaster Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, P.R. China
The Lloyd’s Register Educational Trust (The LRET) Research Center of Excellence, Pusan National University, Korea
Center for Aerospace Research & Education, University of California, Irvine

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