[1]张晨,周宇凌,蔡小宁,等.后张无粘结混合装配式框架节点抗震性能试验研究[J].东南大学学报(自然科学版),2016,46(5):1063-1069.[doi:10.3969/j.issn.1001-0505.2016.05.028]
 Zhang Chen,Zhou Yuling,Cai Xiaoning,et al.Experimental study on seismic behaviors of unboned post-tensioned hybrid precast concrete frame joints[J].Journal of Southeast University (Natural Science Edition),2016,46(5):1063-1069.[doi:10.3969/j.issn.1001-0505.2016.05.028]
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后张无粘结混合装配式框架节点抗震性能试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
46
期数:
2016年第5期
页码:
1063-1069
栏目:
土木工程
出版日期:
2016-09-20

文章信息/Info

Title:
Experimental study on seismic behaviors of unboned post-tensioned hybrid precast concrete frame joints
作者:
张晨12周宇凌1蔡小宁3孟少平1
1东南大学混凝土及预应力混凝土结构教育部重点实验室, 南京 210096; 2南通大学建筑工程学院, 南通 226019; 3淮海工学院土木工程学院, 连云港 222005
Author(s):
Zhang Chen12 Zhou Yuling1 Cai Xiaoning3 Meng Shaoping1
1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, China
2School of Architecture Engineering, Nantong University, Nantong 226019, China
3School of Civil Engineering, Huaihai Institute of Technology, Lianyungang 222005, China
关键词:
后张 无粘结 混合装配 框架节点 抗震性能
Keywords:
post-tensioned unboned hybrid precast frame joints seismic bearing capacity
分类号:
TU378.4;TU352.11
DOI:
10.3969/j.issn.1001-0505.2016.05.028
摘要:
提出了一种新型的后张无粘结混合装配式预应力混凝土框架(PTHP)节点,为了研究该节点的抗震性能,对3榀PTHP边节点进行了低周往复荷载试验.对构件的破坏形态、滞回曲线、骨架曲线、耗能能力、延性、刚度退化以及残余变形等抗震性能进行了分析.结果表明:除节点区梁端以外,梁上大部分区域均未出现裂缝,柱和牛腿几乎无损伤,节点的破坏呈典型的强柱弱梁特征;截面平均初始压应力越大,带肋角钢初始刚度越大,则节点的承载力越高,但相应的极限位移越小;无粘结的后张预应力筋在加载过程中始终保持弹性,为节点提供了良好的自恢复能力.PTHP节点具有较好的承载力、刚度和耗能能力,与现浇结构相比其变形能力、自恢复能力更好,残余变形更小.
Abstract:
A new type of unboned post-tensioned hybrid precast concrete frame joint(simplified as PTHP)was proposed. To study the seismic behaviors of the PTHP joints, the low cyclic loading tests of the joints were carried out.The failure pattern, hysteresis curves, skeleton curves, energy dissipation capacity, ductile capacity, stiffness degradation curves and residual deformations of the PTHP joints were analyzed. Experimental results show that except the beam end in the connection area, cracks have not been seen on most area of the beam, and there is almost no damage on column and bracket. The destruction of the connection is a typical characteristic of strong column weak beam. The bearing capacity of the joint is higher if the average initial compressive stress on cross section and the initial stiffness of ribbed angle increase, meanwhile the corresponding limit displacement is smaller. The unboned post-tensioned prestressing tendons keep elastic during the loading process, providing excellent self-centering ability. The joints have good bearing capacity, stiffness and energy dissipation capacity, and better deformation and self-centering ability, less residual deformation compared with the cast-in-place structure.

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备注/Memo

备注/Memo:
收稿日期: 2016-01-06.
作者简介: 张晨(1981—),男,博士生,副教授;孟少平(联系人),男,博士,教授,博士生导师,cardoso_meng@sina.com.
基金项目: 国家自然科学基金资助项目(51508220)、江苏省青年自然科学基金资助项目( BK20130408).
引用本文: 张晨,周宇凌,蔡小宁,等.后张无粘结混合装配式框架节点抗震性能试验研究[J].东南大学学报(自然科学版),2016,46(5):1063-1069. DOI:10.3969/j.issn.1001-0505.2016.05.028.
更新日期/Last Update: 2016-09-20