DESIGN METHOD OF BENDING CAPACITY OF CONTINUOUSCOMPOSITE SLAB

Civil Engineering Journal

Liu Jin¹ 

[1] Faculty of architecture and urban planning, Chongqing, 400045, China;

关键词: profield steel sheet;    simplified design;    bending capacity;   

DOI  :  10.14311/CEJ.2016.01.0002

来源: DOAJ

【 摘 要 】

This paper presents a calculation method for predicting the ultimate loading capacity of continuous composite slabs. Only the small scale slide block test was needed to determine few mechanical parameters, and less cost had to be paid, in comparison to the conventional m-k method. Various load conditions and parameters were considered. Comparisons between test results and predicted results have shown that the proposed method has enough precision. Furthermore, the simplified method was also proposed for practical design.

【 授权许可】

Unknown