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

机译：使用张力加固模型的简单支撑矩形SCC板的最小厚度

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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 Scanlon's recommendations. The design charts are presented for ready use.

机译：提出了一种方法，以使承受分布载荷的简单支撑矩形板的最小厚度达到最小。该方法是根据欧洲规范中建议的拉伸刚度模型制定的。包括了持续负载对工作负载的影响。使用设计变量，即长宽比，钢筋百分比，混凝土和钢材等级，生成了约1728个设计。将由此获得的有效深度与从其他操作规范（即ACL318，CAN A23.3和Scanlon的建议）获得的深度进行比较。设计图已准备就绪。

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《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 SCC'2009-China)》|2009年|725-733|共9页
会议地点 Beijing(CN)
作者
Muthu K.U; Narendra H; Hashem Mattarneh; Vijayanand M; Ganesh S;
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M.S.Ramaiah Institute of Technology, Bangalore, India;

M.S.Ramaiah Institute of Technology, Bangalore, India;

Universiti Tenaga Nasional, Selangor, Malaysia;

M.S.Ramaiah Institute of Technology, Bangalore, India;

M.S.Ramaiah Institute of Technology, Bangalore, India;

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4. MINIMUM THICKNESS OF SIMPLY SUPPORTED RECTANGULAR SCC SLABS USING TENSION STIFFENING MODEL [C] . International symposium on design,performance and use of self-consolidating concrete . 2009

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5. THE BEHAVIOR AND ANALYSIS OF TWO-WAY SIMPLY SUPPORTED CONCRETE COMPOSITE FLOOR SLABS CONSTRUCTED WITH COLD-FORMED STEEL DECKING. [D] . PORTER, MAX LEE. 1974

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机译：对于具有等厚度或不等厚度面板和正交各向异性核心的面板的简单支撑矩形夹层板的弹性屈曲的补充，该面板具有组合的边缘弯曲和压缩效果

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

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