土木工程 |
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简支梁桥拱型桥面连续构造的受力性能 |
王岗1,2, 谢旭1, 王城泉1, 申永刚1 |
1.浙江大学 土木工程学系,浙江 杭州 310058;2.浙江建设职业技术学院 城市建设工程系,浙江 杭州 311231 |
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Mechanical performance of arch-type continuous slab-deck on simply-supported girder bridge |
WANG Gang1,2, XIE Xu1, WANG Cheng-quan1, SHEN Yong-gang1 |
1. Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China; 2. Department of Urban Construction, Zhejiang College of Construction, Hangzhou 311231, China |
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SU Long, YANG Xu, HU Zhang-li. Analysis for diseases of hollow slab bridges and remediation countermeasures for continuous structures on deck[J]. Technology of Highway and Transport, 2011(2): 100-103.
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WANG Hu, HU Chang-shun, WANG Bing-gang. Calculating analysis for the warpage and stress of deck pavement at tip position of assembly simple beam bridge[J]. Journal of Xi’an Highway University, 2000,20(4): 13.
[3] 姚辉.钢筋砼简支梁桥面连续伸缩缝早期损坏及预防[J].宁波大学学报: 理工版,2005,18(2): 261-263.
YAO Hui. Causes of premature damage of continuous control joints on deck of reinforced concrete bridge with moveable girders and preventive measures[J]. Journal of Ningbo University: NSEE, 2005,18(2): 261-263.
[4] 刘丽芬.混凝土简支梁桥面部分连续新型构造研究[D]. 西安:长安大学,2006: 16-21.
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[5] 潘志炎,茅兆祥, 刘敏,等.简支梁桥面连续构造的有限元分析与改进[J].公路交通科技,2010,27(4): 89-94.
PAN Zhi-yan, MAO Zhao-xiang, LIU Min, et al. Finite element analysis and improvement of continuous slab-deck of simple supported beam bridge[J]. Journal of Highway and Transportation Research and Development, 2010,27(4): 89-94.
[6] 何畅,向中富.简支梁桥面连续构造的空间仿真分析[J].重庆交通学院学报,2005,24(1): 915.
HE Chang, XIANG Zhong-fu. The space simulation analysis of simply-supported girder bridges with continuous slab decks[J]. Journal of Chongqing Jiaotong University, 2005,24(1): 915.
[7] OKEIL A M,ELSAFTY Adel. Partial continuity in bridge girders with jointless decks[J]. Practice Periodical on Structural Design and Construction, 2005,10(4): 229-238.
[8] WING K M, KOWALSKY M J. Behavior, analysis, and design of an instrumented link slab bridge[J]. Journal of Bridge Engineering, 2005,10(3): 331-334.
[9] ALEXANDER A, CLIFFORD L, JIM A, et al. Eliminating deck joints using debonded link slabs: research and field tests in Ontario[J]. Journal of Bridge Engineering, 2013(18): 768-778.
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[11] FUJSHIRO M, SUDA K, NAGATA Y. Jointless prestressed concrete viaduct using ECC[M]∥ Walraven & Stoelhorst. Tailor Made Concrete Structures. London: Taylor & Francis Group, 2008: 379-383.
[12] LI V C, FISCHER G, KIM Y, et al. Durable link slabs for jointless bridge decks based on strain-hardening cementitious composites[R]. Michigan: Michigan Department of Transportation, 2003.
[13] KIM Y Y, FISCHER G, LI V C, et al. Performance of bridge deck link slab designed with ductile engineered cementitious composite[J]. ACI Structural Journal, 2004: 101(6): 792-801.
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[15] KEOLEIAN G A, KENDALL Alissa, DETTLING J E,et al. Life cycle modeling of concrete bridge design: comparison of engineered cementitious composite link slabs and conventional steel expansion joints[J]. Journal of Infrastructure Systems, 2005,11(1): 51-60.
[16] 中华人民共和国国家标准.混凝土结构设计规范(GB50010-2011)[S].北京: 中国建筑工业出版社,2011. |
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