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Research on temperature action and cracking risk of steel–concrete composite girder during the hydration process

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Temperature changes due to hydration heat often cause cracks in the early-age concrete deck of steel–concrete composite girder bridges, even before opening to traffic. However, no available methods are provided in current specifications for the thermal effect calculation. To fill this gap, large-scale temperature measurements and fine finite-element model (FEM) analysis were performed on an actual composite girder bridge. Based on the fully validated FEM, a comprehensive parametric study was carried out to establish the spatio-temporal pattern of hydration-caused temperature, including a vertical pattern and an evolutionary pattern. Finally, a simplified method was presented for the thermal stress calculation of composite girders, and a case study was also provided. Measurements showed that temperature differences of concrete deck varied below 5 °C, much smaller than the entire composite section. FEM analysis then suggested that the influence of solar radiation can be basically ignored compared with hydration heat. The spatio-temporal pattern in the form of the coefficient of temperature rise was proposed based on the above findings and parametric study, and the reliability was properly verified with experimental or FEM results. For the final simplified method, the case study demonstrated that it can effectively facilitate the thermal stress calculation of composite girders during hydration process by adopting the proposed spatio-temporal pattern. As such, preliminary curing schemes can be easily selected to control the concrete cracking risk before casting.
Rocznik
Strony
236--256
Opis fizyczny
Bibliogr. 38 poz., fot., rys., wykr.
Twórcy
autor
  • School of Highway, Chang’an University, Middle Section of the South Second Ring Road, Xi’an 710064, Shaanxi, China
autor
  • School of Highway, Chang’an University, Middle Section of the South Second Ring Road, Xi’an 710064, Shaanxi, China
autor
  • College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, Shaanxi, China
autor
  • School of Highway, Chang’an University, Middle Section of the South Second Ring Road, Xi’an 710064, Shaanxi, China
autor
  • School of Highway, Chang’an University, Middle Section of the South Second Ring Road, Xi’an 710064, Shaanxi, China
Bibliografia
  • [1] Noorzaei J, Bayagoob KH, et al. Thermal and stress analysis of Kinta RCC dam. Eng Struct. 2006;28:1795–802.
  • [2] Honorio T, Bary B, Benboudjema F. Evaluation of the contribution of boundary and initial conditions in the chemo-thermal analysis of a massive concrete structure. Eng Struct. 2014;80:173–88.
  • [3] Xia Y, Nassif H, Su D. Early-age cracking in high performance concrete decks of a curved steel girder bridge. J Aerospace Eng. 2016;30:B4016003.
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  • [5] Gara F, Leoni G, Dezi L. Slab cracking control in continuous steel-concrete bridge decks. J Bridge Eng. 2013;18:1319–27.
  • [6] Lebet JP, Ducret JM. Early concrete cracking of composite bridges during construction. Compos Constr Steel Concr. 2000;4:13–24.
  • [7] William GW, Shoukry SN, Riad MY. Early age cracking of reinforced concrete bridge decks. Bridge Struct. 2005;1:379–96.
  • [8] Subramaniam KV, Kunin J, et al. Influence of early temperature rise on movements and stress development in concrete decks. J Bridge Eng. 2010;15:108–16.
  • [9] Choi S, Cha SW, et al. Thermo-hygro-mechanical behavior of early-age concrete deck in composite bridge under environmental loadings. Part 1: temperature and relative humidity. Mater Struct. 2011;44:1325–46.
  • [10] Choi S, Cha SW, et al. Thermo-hygro-mechanical behavior of early-age concrete deck in composite bridge under environmental loadings. Part 2: strain and stress. Mater Struct. 2011;44:1347–67.
  • [11] Faria R, Azenha M, Figueiras JA. Modelling of concrete at early ages: Application to an externally restrained slab. Cement Concr Compos. 2006;28:572–85.
  • [12] Huang Y, Liu G, et al. Experimental and finite element investigations on the temperature field of a massive bridge pier caused by the hydration heat of concrete. Constr Build Mater. 2018;192:240–52.
  • [13] Lee Y, Kim JK. Numerical analysis of the early age behavior of concrete structures with a hydration based microplane model. Comput Struct. 2009;87:1085–101.
  • [14] Zhang N, Liu Y, et al. Temperature effects of H-shaped concrete pylon in arctic-alpine plateau region. J Traffic Transp Eng. 2017;17:67–77 (in Chinese).
  • [15] American Association of State Highway and Transportation Officials. AASHTO LRFD Bridge Design Specification. Washington: AASHTO; 2017.
  • [16] European Committee for Standardization. Eurocode 1, Actions on Structures, Part 1-5: General Actions-Thermal Actions. Brussels: European Committee for Standardization; 1991.
  • [17] Liu Y, Liu J, Zhang N. Review on solar thermal actions of bridge structures. China Civ Eng J. 2019;52:59–78 (in Chinese).
  • [18] Priestley MJN. Design of concrete bridges for temperature gradients. J Am Concr Inst. 1978;75:209–17.
  • [19] Liu J, Liu Y, et al. Long-term field test of temperature gradients on the composite girder of a long-span cable-stayed bridge. Adv Struct Eng. 2019;22:2785–98.
  • [20] Song Z, Xiao J, Shen L. On temperature gradients in high-performance concrete box girder under solar radiation. Adv Struct Eng. 2012;15:399–415.
  • [21] Liu J, Liu Y, Zhang G. Experimental analysis on temperature gradient patterns of concrete-filled steel tubular members. J Bridge Eng. 2019;24:04019109.
  • [22] Zhang N, Zhou X, et al. In-situ test on hydration heat temperature of box girder based on array measurement. China Civ Eng J. 2019;52:76–86 (in Chinese).
  • [23] Bertagnoli G, Gino D, Martinelli E. A simplified method for predicting early-age stresses in slabs. Eng Struct. 2017;140:286–97.
  • [24] Louche A, Cristofari C, Notton G. Study of the thermal behaviour of a production unit of concrete structural components. Appl Therm Eng. 2004;24:1087–101.
  • [25] Zhang Z, Wang K, et al. Study of influential factors of hydration heat and surface cracking resistance of concrete pier in construction. Bridge Constr. 2015;45:65–70 (in Chinese).
  • [26] Li D, Maes MA, Dilger WH. Thermal design criteria for deep prestressed concrete girders based on data from confederation bridge. Can J Civ Eng. 2004;31:813–25.
  • [27] Tong M, Tham LG, Au FTK. Extreme thermal loading on steel bridges in tropical region. J Bridge Eng. 2002;7:357–66.
  • [28] Liu J, Liu Y, et al. Vertical temperature gradient pattern of-shape steel-concrete composite girder in arctic-alpine region. J Traffic Transp Eng. 2017;17:32–44 (in Chinese).
  • [29] Zhu BF. Thermal stresses and temperature control of mass concrete. 1st ed. Oxford: Butterworth-Heinemann; 2013.
  • [30] Zhang J, Xu X, Liu W. A test study on the solar radiation absorption coefficient of concrete surface. Build Sci. 2006;22:42–5.
  • [31] Liu H, Chen Z, et al. Studies on the temperature distribution of steel plates with different paints under solar radiation. Appl Therm Eng. 2014;71:342–54.
  • [32] Ministry of Housing and Urban-Rural Development of P.R. China. Code for construction of concrete structures, GB 506666-2011. Beijing: China Building Industry Press; 2011. (in Chinese).
  • [33] Matteis DD. Steel–concrete composite bridges sustainable design guide. Paris: Transport Studies Service; 2010.
  • [34] Montgomery DC. Design and analysis of experiments. 9th ed. New York: Wiley; 2017.
  • [35] Abid SR, Taysi N, Ozakca M. Experimental analysis of temperature gradients in concrete box-girders. Constr Build Mater. 2016;106:523–32.
  • [36] CEB-FIP. Model code for concrete structures. London: Thomas Telford; 2010.
  • [37] Darwin D, Browning J, Lindquist WD. Control of cracking in bridge decks: observations from field. Cem Concr Aggreg. 2004;26:148–54.
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Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-33d35675-6743-465d-a46c-fee93f9a61c9
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