Temperature Effects on Horizontally Curved Concrete Box-Girder Bridges with Single-Column Piers
Publication: Journal of Aerospace Engineering
Volume 32, Issue 3
Abstract
Overturning failures of curved concrete box-girder bridges with single-column piers have occurred frequently in China in recent years. Lack of an appropriate design to resist the forces caused by unevenly distributed temperatures may be one of the main reasons for these failures. In design practice, only vertical temperature differences are accounted for in the design, and transverse temperature difference effects on curved bridges have been ignored. In order to achieve deeper understanding of temperature effects on curved concrete bridges with single-column piers, the authors studied solar radiation effects on a curved bridge, investigating the transverse and vertical temperature differences in the box girder using three-dimensional finite-element analysis. Then, the stresses and displacements of a curved bridge with different support arrangements were calculated and compared. The results show that the displacements and stresses caused by transverse temperature differences are comparable with those from vertical temperature differences in the curved box girder, which indicates that displacements and stresses are significantly underestimated by only considering vertical temperature differences for curved bridges. After comparing the stresses and displacements for different support layouts, it is concluded that the use of two pinned connected supports in the middle piers significantly reduces the vertical displacement by 46.2% under transverse temperature differences and by 55.6% under vertical temperature differences, whereas the thermal stresses do not vary with a change of support layouts.
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Acknowledgments
The authors are grateful for the joint support of the National Natural Science Foundation of China (Nos. 51108152 and 11502100), Project of the Science Research Program, Transportation Department of Zhejiang Province of China (2014H27), and Traffic Science and Technology Project of Anhui Province Traffic Holding Group Co. Ltd. (AHGS 2014-18).
References
AASHTO. 2014. ASSHTO LRFD bridge design specifications, SI units. Washington, DC: AASHTO.
Elbadry, M. M., and A. Ghali. 1983. “Temperature variations in concrete bridges.” J. Struct. Eng. 109 (10): 2355–2374. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:10(2355).
Falkner, H. 1991. “Cracking due to thermal effects on bridges.” In Advanced problems in bridge construction: Courses and lectures. Vienna, Austria: Springer.
Fu, Y., and J. T. Dewolf. 2014. “Effect of differential temperature on a curved post-tensioned concrete bridge.” Adv. Struct. Eng. 7 (5): 385–397. https://doi.org/10.1260/1369433042863251.
He, B. L. 2002. “Does the bridge go away by the sun or not?—Accident analysis of a certain grade separation a ramp bridge in Shenzheng City.” Urban Roads Bridges Flood Control 2 (1): 39–43.
He, X., S. S. Fang, F. Fang, K. Zhang, and W. Wang. 2012. “Analysis of temperature effects of curved bridge under different gradient temperature load.” [In Chinese.] J. Hefei Univ. Technol. (Nat. Sci.) 35 (8): 1088–1092.
Hoffman, J., and B. Phares. 2014. “Thermal load design philosophies for horizontally curved girder bridges with integral abutments.” J. Bridge Eng. 19 (5): 644–651. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000573.
Jain, P. C. 1990. “A method for diffuse and global irradiation of horizontal surfaces.” Solar Energy 45 (5): 301–308. https://doi.org/10.1016/0038-092X(90)90015-5.
Kehlbeck, F. 1975. Einfluss der Sonnenstrahlung bei Brückenbauwerken. Düsseldorf, Germany: Werner.
Kehlbeck, F. 1981. Effect of solar radiation on bridge structure. Translated by L. Xing-fa. Beijing: China Railway Publishing House.
Liu, X. 1991. Temperature induced stress analysis for concrete structures. Beijing: China Communications Press.
Ministry of Transport of PRC. 2004. General code for design of highway bridges and culverts. JTG D60-2004. Beijing: China Communications Press.
Pang, Z. Y., X. L. Xv, and X. H. Li. 2016. “Analysis of temperature field and temperature effect of urban concrete curved bridge.” J. China Foreign Highway 1 (1): 124–130.
Page, J. K. 1961. The estimation of monthly means values of daily total short-wave radiation oil vertical and inclined surfaces from sunshine records for latitudes 40°N-40°S. Rome: United Nations.
Taysi, N., and S. R. Abid. 2015. “Temperature distributions and variations in concrete box girder bridges: Experimental and finite element parametric studies.” Adv. Struct. Eng. 18 (4): 469–486. https://doi.org/10.1260/1369-4332.18.4.469.
Wang, J. F., Z. Y. Xu, X. L. Fan, and J. P. Lin. 2016. “Thermal effects on curved steel box girder bridges and their countermeasures.” J. Perform. Constr. Facil. 31 (2): 04016091. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000952.
Wang, Y. 2006. “Observation and analysis of prestressed concrete continuous box-girder temperature action.” Ph.D. dissertation, College of Transportation, Bridge Engineering Dept., Southeast Univ.
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©2019 American Society of Civil Engineers.
History
Received: Oct 3, 2017
Accepted: Sep 18, 2018
Published online: Jan 28, 2019
Published in print: May 1, 2019
Discussion open until: Jun 28, 2019
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