Design and Analysis of Concrete-filled Rectangular Steel Tubular Truss-arch Composite Bridge Stiffened with PBL
龙刚1,2, 朱伟庆1, 刘永健1, 封博文1
1. School of Highway, Chang'an University, Xi'an Shaanxi 710064, China; 2. Xi'an Municipal Engineering Design and Research Institute Co., Ltd., Xi'an Shaanxi 710068, China
Design and Analysis of Concrete-filled Rectangular Steel Tubular Truss-arch Composite Bridge Stiffened with PBL
LONG Gang1,2, ZHU Wei-qing1, LIU Yong-jian1, FENG Bo-wen1
1. School of Highway, Chang'an University, Xi'an Shaanxi 710064, China; 2. Xi'an Municipal Engineering Design and Research Institute Co., Ltd., Xi'an Shaanxi 710068, China
摘要Under the influence of long time load actions, shrinkage and creep of concrete, temperature variation, and concrete pouring quality, debonding may occur between steel tube and concrete. Debonding affects the mechanism behavior of arch rib and joint and even threatens the integrity of an entire bridge. To reduce such possibility, a concrete-filled steel tubular arch bridge stiffened with perfobond ribs (PBL) is proposed. Based on a concrete-filled rectangular steel tubular truss-arch composite bridge stiffened with PBL in Xining City, Qing Hai province, we conduct force analysis of the bridge on the aspects of the arch ribs and the truss-arch composite system. According to the mechanical properties of the bridge, we establish finite-element models, including joint models in which web members bore relatively large axial force and a typical arch rib model. Based on the models, the local mechanical property of joints, and the interfacial properties between steel tube and concrete under solar radiation are studied. Results show that PBL reduces the length of force transmission and improves the stress and deformation concentration of the joints. PBL also alleviates the debonding between steel tube and concrete. This bridge scheme meets the requirements of function, aesthetics, and safety.
Abstract：Under the influence of long time load actions, shrinkage and creep of concrete, temperature variation, and concrete pouring quality, debonding may occur between steel tube and concrete. Debonding affects the mechanism behavior of arch rib and joint and even threatens the integrity of an entire bridge. To reduce such possibility, a concrete-filled steel tubular arch bridge stiffened with perfobond ribs (PBL) is proposed. Based on a concrete-filled rectangular steel tubular truss-arch composite bridge stiffened with PBL in Xining City, Qing Hai province, we conduct force analysis of the bridge on the aspects of the arch ribs and the truss-arch composite system. According to the mechanical properties of the bridge, we establish finite-element models, including joint models in which web members bore relatively large axial force and a typical arch rib model. Based on the models, the local mechanical property of joints, and the interfacial properties between steel tube and concrete under solar radiation are studied. Results show that PBL reduces the length of force transmission and improves the stress and deformation concentration of the joints. PBL also alleviates the debonding between steel tube and concrete. This bridge scheme meets the requirements of function, aesthetics, and safety.
基金资助:Supported by the National Natural Science Foundation of China (Nos. 51378068, 51508027), Young Talent Fund of University Association for Science and Technology in Shaanxi, China (No. 20180409), Shaanxi Natural Science Foundation (No. 2019JM-172), Fundamental Research Funds for the Central Universities, CHD (No. 300102219214)
通讯作者:
LONG Gang
E-mail: 82696098@qq.com
引用本文:
龙刚, 朱伟庆, 刘永健, 封博文. Design and Analysis of Concrete-filled Rectangular Steel Tubular Truss-arch Composite Bridge Stiffened with PBL[J]. Journal of Highway and Transportation Research and Development, 2020, 14(2): 57-66.
LONG Gang, ZHU Wei-qing, LIU Yong-jian, FENG Bo-wen. Design and Analysis of Concrete-filled Rectangular Steel Tubular Truss-arch Composite Bridge Stiffened with PBL. Journal of Highway and Transportation Research and Development, 2020, 14(2): 57-66.
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2020, Vol. 14 
