In this paper, a closed form solution is proposed on bending of uniformly loaded rectangular plates with adjacent edges clamped and the two others simply supported (CCSS). Deflection surface can be expressed by a double sine series referred to as Navier solution. Numerical results of deflection, bending moments agree with existing solutions including solutions of finite element model (FEM).
机构:
Chung Ang Univ, Coll Engn, Sch Architecture & Bldg Sci, Dept Architectural Engn, Seoul 156756, South KoreaChung Ang Univ, Coll Engn, Sch Architecture & Bldg Sci, Dept Architectural Engn, Seoul 156756, South Korea
Kang, JH
Shim, HJ
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机构:
Chung Ang Univ, Coll Engn, Sch Architecture & Bldg Sci, Dept Architectural Engn, Seoul 156756, South KoreaChung Ang Univ, Coll Engn, Sch Architecture & Bldg Sci, Dept Architectural Engn, Seoul 156756, South Korea