A plastic theory of design for ordinary reinforced and prestressed concrete including moment re-distribution in continuous members
暂无分享,去创建一个
Summary: A general expression is derived for the ultimate strength in bending of ordinary reinforced concrete and two types of prestressed concrete beams, taking into account plasticity. A method of calculating elasto-plastic deformations is developed and applied to the problem of re-distributing bending moments in continuous members and frames.