Design on the Prestressed Concrete Frame Beam-column

被引:0
|
作者
Zhang, Taiyue [1 ]
Zhang, Weiguo [2 ]
Wang, Sihai [1 ]
Guo, Yiqing [3 ]
机构
[1] Jiangsu Coll Engn & Technol, Architectural Engn Inst, Nantong 226000, Peoples R China
[2] Nantong Sijian Grp Co Ltd, Nantong 226000, Peoples R China
[3] Tongji Univ, Sch Mat Sci & Engn, Shanghai 201804, Peoples R China
关键词
prestressed concrete; beam-column intersection node; finite element analysis; optimal design; digital simulation;
D O I
10.1007/s11595-023-2834-x
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A bidirectional ribbed concrete beam slab structure was widly adopted for the upper space of industrial buildings. To maintain ample space and minimize the presence of conventional columns, a bidirectional prestressed concrete beam is often employed. The intersection node of the prestressed concrete frame beam column was characterized by a high density of steel reinforcement, significant structural loads, and complex construction requirements. To ensure the quality, safety, and progress of prestressed frame beam-column intersection nodes during construction, this article proposed a new technology for constructing such nodes, which includes setting the tensioning and haunching ends of nodes at different positions, using ABAQUS finite element software to optimize the design of cross-sectional dimensions, conducting stress analysis simulations.
引用
收藏
页码:1397 / 1403
页数:7
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