作者: A. Ranjbaran
DOI: 10.1016/0045-7949(95)98880-Y
关键词: Numerical analysis 、 Applied mathematics 、 Boundary element method 、 Mathematics 、 Algorithm 、 Singular boundary method 、 Basis (linear algebra) 、 Symmetry (physics) 、 Efficient algorithm 、 Boundary knot method
摘要: Abstract A boundary element program for the elastostatic analysis of two-dimensional problems is introduced. The program's theoretical basis developed and its computational aspects are highlighted. An efficient algorithm implementation symmetry proposed. Finally, through solution three typical examples validity verified.