TENTATIVE APPROACH FOR THE DESIGN FORMULA OF STEEL-CONCRETE COMPOSITE JOINT
Being part of the design of steel-concrete composite structures placed in seismic zones, the joint design seems to be highly dependent not only of the constitutive parts: structural steel, reinforcement and concrete, but also how the joint is conceived using these elements. Therefore a tentative approach was studied in order to offer a simplified formula for the design of such joint. Using numerical analysis in elastic and post elastic range and a STM procedure the stress state of the joint was approximate aiming to evaluate the load bearing capacity of the joint. The theoretical value was then compared with experimental data in order to validate the procedure and the basic hypothesis. The paper contains a tentative approach of the design formulae of a specific steel-concrete composite joint.
composite joint numerical analysis experimental tests design formula
D Dan V Stoian T Nagy Gyorgy C Daescu
Politehnica University of Timisoara, Romania
国际会议
The 9th International Conference on Steel Space & Composite Structures(第九届国际钢材、空间结构、组合结构会议)
烟台·北京
英文
525-532
2007-10-10（万方平台首次上网日期，不代表论文的发表时间）