| 大直径锚筋预埋件纯剪、拉剪作用下的试验研究 |
| |
| 引用本文： | 王清湘,朱耀国.大直径锚筋预埋件纯剪、拉剪作用下的试验研究[J].建筑结构学报,2008,29(Z1):281-286. |
| |
| 作者姓名： | 王清湘 朱耀国 |
| |
| 作者单位： | 大连理工大学海岸和近海工程国家重点实验室; |
| |
| 摘 要： | 为了确定大直径锚筋预埋件在港口工程中应用的可行性,本文通过对锚筋直径为28mm和32mm的大型预埋件进行纯剪、拉剪试验,对试件的受力性能和破坏形态进行分析,并将试验结果与以往小直径锚筋预埋件的研究成果做了对比。试验结果表明大直径锚筋预埋件力学性能良好,可以作为连接钢结构和混凝土结构的节点。
|
| 关 键 词： | 纯剪 大直径锚筋预埋件 拉剪 力学性能 破坏形态 |
Experimental study on mechanical behavior of big-diameter anchor Bar embedded part under shear and tension-shear |
| |
| WANG Qingxiang,ZHU Yaoguo.Experimental study on mechanical behavior of big-diameter anchor Bar embedded part under shear and tension-shear[J].Journal of Building Structures,2008,29(Z1):281-286. |
| |
| Authors: | WANG Qingxiang ZHU Yaoguo |
| |
| Affiliation: | WANG Qingxiang,ZHU Yaoguo(State Key Laboratory of Loastal and Offshone Engineering,Dalian University of Technoloy,Dalian China) |
| |
| Abstract: | Experimental investigation has been performed to study the mechanical behavior of embedded part with big-diameter anchor bar.Specimens with the diameter of 28mm and 32mm anchor bar were tested with the load of shear& tension-shear.The ultimate load-bearing capacities and the failure modes were studied.The experimental values were compared with the analysis of ancient research based on little-diameter anchor bar embedded part.The experimental results show that the big-diameter anchor bar embedded part has good mechanical properties and can have wide application prospect in engineering. |
| |
| Keywords: | shear tension-shear mechanical properties failure modes |
|
| 点击此处可从《建筑结构学报》浏览原始摘要信息 |
|
点击此处可从《建筑结构学报》下载全文 |
