A general method to construct locking free Reissner-Mindlin plate elements is presented. According to this method the shear strain is replaced by its proper interpolation polynomial, which corresponds to the Kirchoff conditions at the interpolation points as the thickness of plate tends to zero, so the element is locking free. We construct two triangular elements by this method - a 3-node element and a 6-node element. The numerical results are provided.
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
Wang, Changsheng
Sun, Xiaoxiao
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
Sun, Xiaoxiao
Zhang, Xiangkui
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China
Zhang, Xiangkui
Hu, Ping
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Dalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R ChinaDalian Univ Technol, Sch Automot Engn, State Key Lab Struct Anal Ind Equipment, Dalian, Peoples R China