Superstructure Behavior of a Stub-Type Integral Abutment Bridge
Publication: Journal of Bridge Engineering
Volume 19, Issue 6
Abstract
Records show that research leading to the successful introduction of integral-type structures such as continuous beams and frames actually began in the 1930s. Simple stub-type abutments have been found to perform well and are recommended for widespread use. The purpose of this analysis was to consider the behavior of the superstructure and substructure/backfill soil when they are subjected to thermally induced lateral movement and vertically imposed load at deck level. With the Oasys Safe finite-element analysis programs, finite-element models were developed to represent a typical stub-type integral abutment bridge configuration and backfill/foundation soil profile. It was found that the behavior of the superstructure of an integral bridge was predominantly influenced by the loading magnitude, irrespective of backfill soil properties. The results suggest that when designing the superstructure, the design requirements to resist the imposed loading may be sufficient to accommodate any effects attributable to the thermal load.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The major part of this work was carried out during postgraduate study at University of Leeds, United Kingdom, by the first author.
References
Abendroth, R. E., and Greimann, L. F. (2005). “Field testing of integral abutments.” Rep. No. HR-399, Iowa State Univ., Ames, IA.
Anoosh, S., Rollins, M., and Kapuskar, M. (2007). “Nonlinear soil-abutment-bridge structure interaction for seismic performance based design.” J. Geotech. Geoenviron. Eng., 707–720.
Arockiasamy, M., Butrieng, N., and Sivakumar, M. (2004). “State-of-the-art of integral abutment bridges: Design and practice.” J. Bridge Eng., 497–506.
Arockiasamy, M., and Sivakumar, M. (2005). “Time-dependent behavior of continuous composite integral abutment bridges.” Pract. Period. Struct. Des. Constr., 161–170.
Arsoy, S. (2000). “Experimental and analytical investigations of piles and abutments of integral bridges.” Ph.D. thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
Arsoy, S., Baker, R., and Duncan, J. (1999). “The behaviour of integral abutment bridges.” Rep. VTRC 00-CR3, Virginia Transportation Research Council, Charlottesville, VA.
Barr, P., Stanton, J., and Eberhard, M. (2005). “Effects of temperature variations on precast, prestressed concrete bridge girders.” J. Bridge Eng., 186–194.
Basack, S., and Bhattacharya, A. (2009). “Influence of lateral cyclic load on pile foundation with emphasis on disturbance at ground surface.” Electron. J. Geotech. Eng., 14(N), 09120.
Burke, M. P. (2009). Integral and semi-integral bridges, Wiley, West Sussex, U.K.
Civjan, S. A., Bonczar, C., Brena, S. F., DeJong, J., and Crovo, D. (2007). “Integral abutment bridge behavior: Parametric analysis of a Massachusetts bridge.” J. Bridge Eng., 64–71.
Comisu, C.-C., and Gheorghita, B. (2010). “Integral bridges and environmental conditions.” Proc., Int. Conf. on Risk Management, Assessment and Mitigation, World Scientific and Engineering Academy and Society (WSEAS), Bucharest, Romania, 164–169.
Cooke, R. S. (2003). The concept and construction of integral bridge. Seminar on design and construction of integral bridges, Jabatan Kerja Raya, Kuala Lumpur, Malaysia.
Dicleli, M. (2000). “Simplified model for computer aided analysis of integral bridges.” J. Bridge Eng., 240–248.
Dicleli, M., and Albhaisi, S. (2004). “Performance of abutment-backfill system under thermal variations in integral bridges built on clay.” Eng. Struct., 26(7), 949–962.
Dicleli, M., and Erhan, S. (2010). “Effect of soil-bridge interaction on the magnitude of internal forces in integral abutment bridge components due to live load effects.” Eng. Struct., 32(1), 129–145.
Duncan, J. M., and Arsoy, S. (2003). “Effect of bridge-soil interaction on behaviour of piles supporting integral bridges.” Transportation Research Record 1849, Transportation Research Board, Washington, DC, 91–97.
Faraji, S., Ting, J., and Crovo, D. (2001). “Nonlinear analysis of integral bridges: Finite-element model.” J. Geotech. Geoenviron. Eng., 454–461.
Greimann, L., Wolde-Tinse, A., and Yang, P. (1987). “Finite element model for soil-pile interaction in integral abutment bridges.” Comput. Geotech., 4(3), 127–149.
Huang, J., French, C. E., and Shield, C. K. (2004). “Behaviour of concrete integral abutment bridges.” Rep. Mn/DOT 2004-43, Univ. of Minnesota, Minneapolis.
Huang, J., Shield, C. K., and French, C. E. (2005). “Time-dependent behaviour of a concrete integral abutment bridge.” Transportation Research Record 11S, Transportation Research Board, Washington, DC, 299–309.
Huang, J., Shield, C. K., and French, C. E. (2008). “Parametric study on concrete integral abutment bridge.” J. Bridge Eng., 511–526.
Jaafar, M. S., Noorzaei, J., and Thanoon, W. (2003). Integral and jointless bridges—Consideration for secondary effects. Seminar on design and construction of integral bridges, Jabatan Kerja Raya, Kuala Lumpur, Malaysia.
Kim, W., and Laman, J. A. (2010). “Numerical analysis method for long-term behavior of integral abutment bridges.” Eng. Struct., 32(8), 2247–2257.
Kim, W., and Laman, J. A. (2012). “Seven-year field monitoring of four integral abutment bridges.” J. Perform. Constr. Facil., 54–64.
Kok, S. T., Huat, B., Noorzaei, J., Jaafar, M. S., and Sew, G. S. (2009). “A review of basic soil constitutive models for geotechnical application.” Electron. J. Geotech. Eng., 14(J), 0985.
Lawver, A., French, C., and Shield, K. (2000). “Field performance of integral abutment bridge.” Transportation Research Record 1740, Transportation Research Board, Washington, DC, 108–117.
Mistry, V. (2005). “Integral abutment and jointless bridges.” Proc., 2005 FHWA Conf., FHWA–DOT and West Virginia DOT, 3–11.
Noorzaei, J., Godbole, P., and Viladkar, M. (1993). “Non-linear soil-structure interaction of plane frames—A parametric study.” Comp. Struct., 49(3), 561–566.
Oasys Safe19.0 [Computer software]. Newcastle-Upon-Tyne, U.K., Oasys.
Ooi, P. S., Lin, X., and Hamada, H. S. (2010a). “Field behavior of an integral abutment bridge supported on drilled shafts.” J. Bridge Eng., 4–18.
Ooi, P. S., Lin, X., and Hamada, H. S. (2010b). “Numerical study of an integral abutment bridge supported on drilled shafts.” J. Bridge Eng., 19–31.
Paul, M., Laman, J. A., and Linzell, D. G. (2005). “Thermally induced superstructure stresses in prestressed girder integral abutment bridges.” Transportation Research Record 11S, Transportation Research Board, Washington, DC, 287–297.
Rollins, K. M., and Cole, R. T. (2006). “Cyclic lateral load behavior of a pile cap and backfill.” J. Geotech. Geoenviron. Eng., 1143–1153.
Sekhar, C. D., and Roy, R. (2001). “A critical review on idealization and modeling for interaction among soil-foundation-structure system.” Comput. Struct. 80(20–21), 1579–1594.
Thevaneyan, K. D. (2005). “Nonlinear finite element analysis of integral bridges.” Master’s thesis, Univ. Putra Malaysia, Serdang, Malaysia.
Thevaneyan, K. D., and Forth, J. P. (2011a). “Modelling of soil structure interaction of integral abutment bridges.” World Acad. Sci. Eng. Technol., 54, 769–774.
Thevaneyan, K. D., and Forth, J. P. (2011b). “Soil-structure interaction of integral abutment bridge.” Proc., Int. Conf. on Structural Engineering Construction and Management 2011 (ICSEM 2011), Univ. of Peradeniya, Peradeniya, Sri Lanka, 9–20.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: May 28, 2013
Accepted: Nov 12, 2013
Published online: Jan 14, 2014
Published in print: Jun 1, 2014
Discussion open until: Jun 14, 2014
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.