INTERFACE SLIPS IN STEEL REINFORCED CONCRETE BEAMS UNDER ELEMENTARY LOADS

摘要：

Based on the experimental materials, bond-slip behavior of the steel reinforced concrete (SRC) beams is analyzed. By use of theory of elasticity, differential equations of interface slips in the steel reinforced concrete (SRC) beams are presented by dividing the cross section of a SRC member into three elastic integrants by flanges of steel. By analyzing the characteristic of the loads, the slip displacements formulation between steel and concrete of a SRC simple beam subjected to pure bending, symmetrical concentrated load and uniform pressure respectively can be derived. The slip displacements along beam longitude direction in three cases are shown as slip curves. It is shown that the theoretical results are reasonable and fit the experimental results very well. The results can be used to describe the interface slips between steel and concrete under complicated loads, and to study the bond and slip constitutive relationship of the interface slips between steel and concrete.

关键词： Steel reinforced concrete beam, bond-slip behavior slip displacement elastic theory

作者: Bin Liang Junling Liu Xiaohui Hu

作者单位: Henan University of Science and Technology, China

会议类型: 国际会议

会议名称: 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)

会议地点: 烟台·北京

会议语种:英文

页码: 351-356

在线出版日期: 2007-10-10（万方平台首次上网日期，不代表论文的发表时间）