A review on application of composite truss bridges composed of hollow structural section members

Composite truss with hollow structural section (HSS) members is deemed as the structure applicable to large-span and heavily-loaded bridges. To promote the application of composite truss bridge with HSS members in China, this paper described its structural characteristics and technology in details....

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Main Authors: Zhijuan Tian, Yongjian Liu, Lei Jiang, Weiqing Zhu, Yinping Ma
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2019-02-01
Series:Journal of Traffic and Transportation Engineering (English ed. Online)
Online Access:http://www.sciencedirect.com/science/article/pii/S2095756418305804
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spelling doaj-a500145b639843b2b384d8001c215fe72021-02-02T00:48:56ZengKeAi Communications Co., Ltd.Journal of Traffic and Transportation Engineering (English ed. Online)2095-75642019-02-016194108A review on application of composite truss bridges composed of hollow structural section membersZhijuan Tian0Yongjian Liu1Lei Jiang2Weiqing Zhu3Yinping Ma4School of Highway, Chang'an University, Xi'an 710064, ChinaSchool of Highway, Chang'an University, Xi'an 710064, China; Corresponding author. Tel.: +86 29 8233 4577.School of Highway, Chang'an University, Xi'an 710064, China; Department of Civil Engineering, Queen's University, Kingston, ON K7L 3N6, CanadaSchool of Highway, Chang'an University, Xi'an 710064, ChinaSchool of Highway, Chang'an University, Xi'an 710064, ChinaComposite truss with hollow structural section (HSS) members is deemed as the structure applicable to large-span and heavily-loaded bridges. To promote the application of composite truss bridge with HSS members in China, this paper described its structural characteristics and technology in details. Besides, not only were 32 typical design cases of composite truss bridges with HSS members collected, but also the corresponding historical development was summed up. Comparisons on structural components, characteristics and engineering applications were made among composite truss bridges with HSS members in different structural forms. Then, the analysis on the characteristics of composite truss bridges with concrete-filled steel tubular (CFST) chords was conducted, and the challenges on the aspects of complicated joints and interfacial debonding were pointed out. To address these problems, the concrete-filled rectangular hollow section (CFRHS) stiffened with PBLs (Perfobond Ribs) was proposed to improve the reliability of confinement effect in CFST member and force transfer in joints. The advantages on the mechanical properties of CFRHS structure stiffened using PBLs were systematically expounded with respect to the behaviors of steel plate, interface, member and joint. Moreover, the structure design, construction technology, structural calculation and economic efficiency of the practical bridge with CFRHS chords stiffened using PBLs were comprehensively analyzed. The results demonstrated that composite truss bridge with PBL-stiffened CFRHS members was competitive in mechanical performance and construction. Keywords: Composite truss bridge, Rectangular hollow section, Concrete-filled, Perfobond ribhttp://www.sciencedirect.com/science/article/pii/S2095756418305804
collection DOAJ
language English
format Article
sources DOAJ
author Zhijuan Tian
Yongjian Liu
Lei Jiang
Weiqing Zhu
Yinping Ma
spellingShingle Zhijuan Tian
Yongjian Liu
Lei Jiang
Weiqing Zhu
Yinping Ma
A review on application of composite truss bridges composed of hollow structural section members
Journal of Traffic and Transportation Engineering (English ed. Online)
author_facet Zhijuan Tian
Yongjian Liu
Lei Jiang
Weiqing Zhu
Yinping Ma
author_sort Zhijuan Tian
title A review on application of composite truss bridges composed of hollow structural section members
title_short A review on application of composite truss bridges composed of hollow structural section members
title_full A review on application of composite truss bridges composed of hollow structural section members
title_fullStr A review on application of composite truss bridges composed of hollow structural section members
title_full_unstemmed A review on application of composite truss bridges composed of hollow structural section members
title_sort review on application of composite truss bridges composed of hollow structural section members
publisher KeAi Communications Co., Ltd.
series Journal of Traffic and Transportation Engineering (English ed. Online)
issn 2095-7564
publishDate 2019-02-01
description Composite truss with hollow structural section (HSS) members is deemed as the structure applicable to large-span and heavily-loaded bridges. To promote the application of composite truss bridge with HSS members in China, this paper described its structural characteristics and technology in details. Besides, not only were 32 typical design cases of composite truss bridges with HSS members collected, but also the corresponding historical development was summed up. Comparisons on structural components, characteristics and engineering applications were made among composite truss bridges with HSS members in different structural forms. Then, the analysis on the characteristics of composite truss bridges with concrete-filled steel tubular (CFST) chords was conducted, and the challenges on the aspects of complicated joints and interfacial debonding were pointed out. To address these problems, the concrete-filled rectangular hollow section (CFRHS) stiffened with PBLs (Perfobond Ribs) was proposed to improve the reliability of confinement effect in CFST member and force transfer in joints. The advantages on the mechanical properties of CFRHS structure stiffened using PBLs were systematically expounded with respect to the behaviors of steel plate, interface, member and joint. Moreover, the structure design, construction technology, structural calculation and economic efficiency of the practical bridge with CFRHS chords stiffened using PBLs were comprehensively analyzed. The results demonstrated that composite truss bridge with PBL-stiffened CFRHS members was competitive in mechanical performance and construction. Keywords: Composite truss bridge, Rectangular hollow section, Concrete-filled, Perfobond rib
url http://www.sciencedirect.com/science/article/pii/S2095756418305804
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