Applied Mathematics and Mechanics (English Edition) ›› 2010, Vol. 31 ›› Issue (12): 1537-1548.doi: https://doi.org/10.1007/s10483-010-1382-7
杨永琴1 肖留超2 陈绍春1
YANG Yong-Qin1, XIAO Liu-Chao2, CHEN Chao-Chun1
摘要: Two new locking-free nonconforming finite elements for the pure displacement planar elasticity problem are presented. Convergence rates of the elements are uniformly optimal with respect to λ. The energy norm and L2 norm errors are proved to be O(h2) and O(h3), respectively. Numerical tests confirm the theoretical analysis.
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