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http://dx.doi.org/10.5762/KAIS.2019.20.4.597

Behavior Analysis of IPM Bridge and Rahmen Bridge  

Shin, Keun-Sik (Inter-Korean Highway Cooperation Agency, Korea Expressway Corporation)
Han, Heui-Soo (Department of Civil Engineering, Kumoh Institute of Technology)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.20, no.4, 2019 , pp. 597-605 More about this Journal
Abstract
IPM bridge is an integral bridge that can be applied from span 30.0m up to 120.0m, the shape conditions of IPM bridge is also applicable to the rahmen bridge. In this study, to perform the structural analysis of Rahmen bridge and IPM Bridge, the researchers compared the distribution types such as load, moment, and displacement of those bridges. Structural analysis was carried out on four span models ranging from single span bridges to four spans of 120.0 m, based on span length of 30.0 m. Structural analysis was carried out on those bridge with span 30.0m up to 120.0m. The conclusions drawn from this study are as follows. 1) The bending moments were calculated to be large for the Rahmen bridge, and the horizontal displacements were estimated to be large for the IPM bridge. 2) Since the bending moments are derived by the span length rather than the extension of the bridge, the permissible bending moment for the span length should be considered in the design. 3) The pile bent of the IPM bridge did not exceed the plastic moment of the steel pipe pile at 120.0m span, but because the horizontal displacement in the shrinkage direction is close to 25mm, the design considerations are needed. 4) In the actual design, it is important to ensure stability against member forces, so review of the negative moment is most important.
Keywords
IPM Bridge; Rahmen Bridge; Structural Analysis; Bridge Behavior; IAB Bridge; Pile Bent;
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Times Cited By KSCI : 3  (Citation Analysis)
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1 H. B. Kim, T. S. Kim, J. S. Park, H. S. Han, "Analysis of Minimum Penetrated Depth of Pile bent of IPM Bridge". Journal of the Korean Geo-environmental Society, Vol.18, No.5, pp.45-53, 2017. DOI: https://doi.org/10.14481/jkges.2017.18.5.45   DOI
2 W. S. Kim, J. A. Laman, "Integral abutment bridge behavior under uncertain thermal and time-dependent load", Structural Engineering and Mechanics, Vol.46, No.1, pp.53-73, 2013. DOI: https://doi.org/10.12989/sem.2013.46.1.053   DOI
3 S. M. Olson, K. P. Holloway, J. M. Buenker, J. H. Long, J. M. LaFave, "Thermal behavior of IDOT integral abutment bridges and proposed design modifications", FHWA-ICT-12-022, Illinois Center for Transportation, Illinois, pp.1-63, 2013.
4 S. Arsoy, J. M. Duncan, R. M. Barker, "Behavior of a Semiintegral Bridge Abutment under Static and Temperature-Induced Cyclic Loading", Journal of Bridge Engineering, Vol.9, No.2, pp.193-199, 2004. DOI: https://doi.org/10.1061/(ASCE)1084-0702(2004)9:2(193   DOI
5 M. Dicleli, S. M. Albhaisi, "Maximum length of integral bridges supported on steel H-piles driven in sand", Engineering structures, Vol.25, No.12, pp.1491-1504, 2003. DOI: https://doi.org/10.1016/S0141-0296(03)00116-0   DOI
6 M. C. Park, M. S. Nam, "Numerical Analysis of the Behavior of an IPM Bridge According to Super-Structure and Sub-Structure Properties", Sustainability, 10(3), 833, 2018. DOI: https://doi.org/10.3390/su10030833   DOI
7 M. Feldmann, J. Naumes, D. Pak, M. Veljkovic, M. Nilsson, J. Eriksen, P. Collin, O. Kerokoski, H. Petursson, M. Verstraete, "Economic and durable design of composite bridges with integral abutments", European Commission Joint Research Centre, pp.140, 2010. DOI: https://doi.org/10.2777/91014
8 M. S. Nam, J. N. Do, T. S. Kim, Y. H, Park, H. J. Kim, "Development of IPM Bridge", Korea Expressway Corperation Research Institute: Korea, 2016.
9 M. C. Park, M. S. Nam, "Behavior of integral abutment bridge with partially protruded piles", Geomechanics and Engineering, Vol.14, No.6, pp.601-614, 2018. DOI: http://dx.doi.org/10.12989/gae.2018.14.6.601   DOI
10 M. Dicleli, S. Erhan, "Effect of soil and substructure properties on live-load distribution in integral abutment bridges", Journal of Bridge Engineering, Vol.13, No.5, pp. 527-539, 2008. DOI: https://doi.org/10.1061/(ASCE)1084-0702(2008)13:5(527)   DOI
11 T. S. Kim, "Performance Verification and Behavior Analysis of Integrated and Pile Bented Abutment with Mechanically Stabilized Earth Wall Bridge(IPM Bridge)", Thesis paper, Kumoh National Institute of Technology. 2017.
12 VTrans IAC. "Integral Abutment Bridge Design Guidelines, 2ed. VTrans Structures Section", Montpelier, Vermont: the State of Vermont, Agency of Transportation, 2008.
13 KEC (2012). "Expressway Construction Guide Specification." Korea Expressway Corperation.
14 MLTMA, "Road design manual", Ministry of Land, Transport and Maritime Affairs, 2008.
15 CEB-FIP, "Model code 1990." Bulletin d'Information, 1990.
16 KEC (2016). "IPM Bridge design Guidelines", Korea Expressway Corperation.
17 Korean Geotechnical Society, Structure foundation design standards specification, Ministry of Land, Transport and Maritime Affairs, 2015.
18 L. C. Reese, W. R. Cox, F. D. Koop, "Analysis of laterally loaded piles in sand", Offshore Technology in Civil Engineering Hall of Fame Papers from the Early Years, OTC 2080, pp.95-105, 1974. DOI: https://doi.org/10.4043/2080-MS