MINIMUM THICKNESS OF SIMPLY SUPPORTED RECTANGULAR SCC SLABS USING TENSION STIFFENING MODEL

摘要：

A method is proposed to arrive at minimum thickness of simply supported rectangular slabs subjected to distributed loading. The method is formulated on the basis of tension stiffening model suggested in Euro code. The effect of sustained load to working load has been included. About 1728 designs were generated using the design variables viz., aspect ratio, percentage of reinforcement, grade of concrete and steel. The effective depths thus obtained were compared with those obtained from other codes of practices viz., ACL318, CAN A23.3and Scanlons recommendations. The design charts are presented for ready use.

作者: Muthu K.U Narendra H Hashem Mattarneh Vijayanand M Ganesh S

作者单位: M.S.Ramaiah Institute of Technology, Bangalore, India Universiti Tenaga Nasional, Selangor, Malaysia

会议类型: 国际会议

会议名称: 第二届自密实混凝土设计、性能及应用技术国际研讨会(2nd International Symposium on Design,Performance and Use of Self-Consolidating Concrete SCC2009-China)

会议地点: 长沙

会议语种:英文

页码: 725-733

在线出版日期: 2009-06-05（万方平台首次上网日期，不代表论文的发表时间）