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Erschienen in:
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2018 | OriginalPaper | Buchkapitel

10. Dynamic Analysis of Train-Bridge System Under Beam Deformation Induced by Concrete Creep and Temperature Effect

verfasst von : He Xia, Nan Zhang, Weiwei Guo

Erschienen in: Dynamic Interaction of Train-Bridge Systems in High-Speed Railways

Verlag: Springer Berlin Heidelberg

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Abstract

In this chapter, the influence of PC beam deformation induced by creep camber and temperature effect on the dynamic responses and running safety of HSR train-bridge system is studied. In this chapter, the influence of PC beam deformation induced by creep camber and temperature effect on the dynamic responses and running safety of HSR train-bridge system is studied. The numerical simulation method for PC beam creep camber is introduced. The vibration responses of train-bridge system excited by creep camber deformation are analyzed, and the safety threshold curves of creep camber under different train speeds are proposed, to ensure the running safety and stability of train vehicles. By numerical simulation and field measurement, the characteristics of bridge sidewise bending and track slab warping deformation under non-uniform temperature field are studied, and their influences on the dynamic response and running safety of the train-bridge system are investigated.

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Vorheriges Kapitel Dynamic Analysis of Train-Bridge System Under Differential Settlement and Scouring Effect of Foundations
Literatur
ACI209 (1992) Prediction of creep, shrinkage and temperature effects in concrete structures [S]. American Concrete Institute committee
AASHTO (2012) LRFD bridge design specifications [S]. In: American association of state highway and transportation officials. Washington, D.C
Bazant ZP, Baweja S (1995) Creep shrinkage prediction model for analysis and design of concrete structures-model B3 [J]. Mater Struct 28:357–365CrossRef
Bian MZ (2009) Study on temperature and shear lag effect experiment of PC box girder [D]. Chongqing Jiaotong University, Chongqing (in Chinese)
BS5400 (1990) BS5400: Part 4. Code practice for design of concrete bridges [S]. British Standard Institute
CEB-FIP (2010) Model code for concrete structures [S]. Fédération Internationale du Béton
Chai SF (2012) Research on the sensitivity analysis of monitoring and parameter affecting the large span continuous construction of passenger dedicated line [D]. Lanzhou Tiaotong University, Lanzhou (in Chinese)
Chen B, Zheng J, Wang JP (2010) State-of-the-art of the temperature effects of bridges [J]. J Wuhan Univ Technol 32(24):79–83 (in Chinese)
Duan XW (2014) Study on lateral displacement analysis of multiple factors on concrete curved continuous box-girder bridge [D]. Chang’an University, Xi’an (in Chinese)
Gardner NJ, Lockman MJ (2001) Design provisions for drying shrinkage and creep of normal-strength concrete [J]. ACI Mater J 98(2):159–167
Han ZG, Sun L (2011) Temperature measurement and deformation analysis for CRTSII ballastless track slabs [J]. Railw Stand Des 10:41–44 (in Chinese)
He SH (2003) Theory and calculation method of bridge structure [M]. People’s Communication press, Beijing, p 2000
He X, Fang SS, Fang F (2012)Analysis of temperature effects of curved bridge under different gradient temperature load [J]. J Hefei Univ Technol (Nat Sci) 35(8):1088–1092 (in Chinese)
He JR (2013) The research on temperature field and temperature effect of the multi-cell concrete box-girder [D]. Hunan University, Changsha (in Chinese)
JTG D62 (2004) Code for design of highway RC and PC bridges and culverts [S]. The ministry of communications of PRC. China Communication Press, Beijing (in Chinese)
JTJ023 (1985) Code for design of highway RC and PC bridges and culverts [S]. The ministry of communications of PRC. China Communication Press, Beijing (in Chinese)
Kyle Buick F (1981) Influence of solar radiation on bridge structure [M]. China Railway Publishing House, Beijing (in Chinese)
Li GQ, Liu XB, Yang F (2014) Variation law and impact on dynamic performance of profile irregularity caused by creep of simply-supported beam on high-speed railway [J]. Sci Sin (Technologica) 44(7):786–792 (in Chinese)
Liu CY, DeWolf JT (2007) Effect of temperature on modal variability of a curved concrete bridge under ambient loads [J]. J Struct EngASCE 133(12):1742–1751CrossRef
Liu H (2004) Research about lateral displacement and torsional distortion of PC continuous curved box-girder [D]. Southeast University, Nanjing (in Chinese)
Liu Y, Zhao GT (2013) Analysis of early gap between layers of CRTS II slab ballastless track structure [J]. China Railway Science 34(4):1–7 (in Chinese)
Liu Y, Chen P, Zhao GT (2014) Study on the characteristics of early temperature field of CRTS II slab ballastless track structure [J]. China Railway Science 35(1):1–6 (in Chinese)
Liu ZY (2005) Prefabrication and installation of high-speed railway double-track global-span simply-supported box-girder [D]. Southwest Jiaotong University, Chengdu (in Chinese)
Niu B (2008) A summary of China’s high speed railway bridges [C]. In: The 18th national bridge academic conference, Changsha (in Chinese)
Priestley MJ (1976) Design thermal gradients for concrete bridges [J]. NZ Eng 31(9):213–219
Priestley MJ (1978) Design of concrete bridges for temperature gradients [J]. J Am Concr Inst 75(5):209–217
Shan WW (2014) Two-dimensional temperature gradient effects and design methods of curved continuous box girder bridges [D]. Chang’an University, Xi’an (in Chinese)
Sun Q (2013) The temperature effect analysis on high-speed railway simply-supported beams running safety [D]. Beijing Jiaotong University, Beijing (in Chinese)
TB10002.1 (2005) Fundamental code for design on railway bridge and culvert [S]. The ministry of railways of PRC. China Railway Publishing House, Beijing
TB10002.3 (2005) Code for design on reinforced and prestressed concrete structure of railway bridge and culvert [S]. The ministry of railways of PRC. China Railway Publishing House, Beijing (in Chinese)
TB10621 (2014) Code for design of high-speed railway [S]. National railway administration of PRC. China Railway Publishing House, Beijing
Tian Y, Zhang N, Sun Q, Du XT, Xia H (2015) Temperature effect on running performance of steel railway bridge [J]. J Vib Shock 34(12):94–100 (in Chinese)
Wang SR, Sun L, Li QY (2009) Temperature measurement and temperature stress analysis of ballastless track slab [J]. J Railw Eng Soc 2:52–55 (in Chinese)
Xia H (2010) Maintenance and repair of railway bridges [M]. China Railway Publishing House, Beijing
Xia H, Ji WY, Han B, Zhang N (2011) Bridge engineering [M]. Higher Education Press, Beijing
Xia Y, Hao H, Zanardo G et al (2006) Long term vibration monitoring of a RC slab: temperature and humidity effect [J]. Eng Struct 28(3):441–452CrossRef
Ye MX, Liu J (2009) Experimental research on creep deformation of high strength concrete of no-ballastless-track bridge [J]. J Shihezi Univ 27(1):84–86 (in Chinese)
Zhai WM (2007) Vehicle–track coupling dynamics (third edition) [M]. Science Press, Beijing
Zhang YH (2008) Research and application on shear lag effect and temperature effect theory of box girder bridge [D]. Southwest Jiao Tong University, Chengdu (in Chinese)
Zheng J (2008) High-speed railway bridges in China [M]. Higher Education Press, Beijing
Metadaten
Titel
Dynamic Analysis of Train-Bridge System Under Beam Deformation Induced by Concrete Creep and Temperature Effect
verfasst von
He Xia
Nan Zhang
Weiwei Guo
Copyright-Jahr
2018
Verlag
Springer Berlin Heidelberg
Buch
Dynamic Interaction of Train-Bridge Systems in High-Speed Railways

Print ISBN: 978-3-662-54869-1

Electronic ISBN: 978-3-662-54871-4

Copyright-Jahr: 2018

DOI
https://doi.org/10.1007/978-3-662-54871-4_10

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