Design on the Prestressed Concrete Frame Beam-column

被引:0
|
作者
Taiyue Zhang
Weiguo Zhang
Sihai Wang
Yiqing Guo
机构
[1] Jiangsu College of Engineering and Technology,Architectural Engineering Institute
[2] Nantong Sijian Group Co.,School of Materials Science and Engineering
[3] Ltd,undefined
[4] Tongji University,undefined
关键词
prestressed concrete; beam-column intersection node; finite element analysis; optimal design; digital simulation;
D O I
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中图分类号
学科分类号
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
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页码:1397 / 1403
页数:6
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