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Numerical Simulation of Vertical Prestress Loss of Prestressed Concrete Box Girder Bridge Based on Improved Genetic Algorithm

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成果类型:
会议论文
作者:
Xu, Wenyu (57222148223);Zhou, Yanqun (41961892300);Yu, Jia (58087878800)
作者机构:
Nanjing University of Science and Technology, ZiJin College, Nanjing, 210023, China
Hunan City University, Yiyang, 413000, China
语种:
英文
关键词:
Box girder bridges;Bridge decks;Concrete beams and girders;Concrete bridges;Numerical models;Prestressed concrete;Reinforced concrete;Steel bridges;Tensile strength;Wire;Concrete box girder bridge;Improved genetic algorithm;Loss numerical simulation;Prestress loss;Prestressed concrete box girde bridge;Prestressed concrete box girder;Tensile deformation;Thickness ratio;Ultimate tensile strength;Vertical prestress;Genetic algorithms
期刊:
Advances in Transdisciplinary Engineering
ISSN:
2352-751X
年:
2023
卷:
43
页码:
956-970
会议名称:
8th International Technical Conference on Frontiers of Hydraulic and Civil Engineering Technology, HCET 2023
会议时间:
25 September 2023 through 27 September 2023
会议地点:
Wuhan
出版者:
IOS Press BV
ISBN:
978-164368464-2
基金类别:
Nanjing University of Science and Technology ZiJin College, (2023ZRKX0401013) Scientific Research Project of Hunan Provincial Department of Education, (21C0680)
机构署名:
本校为其他机构
摘要:
In the concrete box girder bridge, the concrete is a brittle material, with low ultimate tensile strength and small ultimate tensile deformation. Because the box girder itself is a statically indeterminate structure, the concrete in the tensile zone is very prone to crack due to the load during construction and use. In this paper, the vertical prestress loss of prestressed concrete box girder bridge based on improved genetic algorithm is studied. The research shows that the stress generated by the additional bending moment at the center of the ...

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