Ultrahigh-Performance Concrete Segmental Bridge Technology: Toward Sustainable Bridge Construction

Journal of Bridge Engineering

Volumn 20, Issue 8, 2015, Pages

  Voo, Yen Lei ^a,b   Foster, Stephen J ^c   Voo, Chen Cheong ^a  

^a Dura Technology   (Malaysia)

^b UNIVERSITY PUTRA MALAYSIA   (Malaysia)

^c UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Bridge; Ductile; Fiber; Segmental; Sustainable; Ultrahigh performance

Indexed keywords

FIBERS; HIGH PERFORMANCE CONCRETE; QUALITY CONTROL; REGIONAL PLANNING;

BRIDGE CONSTRUCTIONS; CONVENTIONAL METHODS; DUCTILE; RESEARCH AND DEVELOPMENT; SEGMENTAL; SUSTAINABLE; ULTRA HIGH PERFORMANCE CONCRETES (UHPC); ULTRA-HIGH PERFORMANCE;

BRIDGES;

EID: 84937026376     PISSN: 10840702     EISSN: 19435592     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000704     Document Type: Article

References (31)

1. Behloul, M., and, Lee, K. C. (2003). " Ductal® Seonyu footbridge." Struct. Concr., 4 (4), 195-201. 10.1680/stco.2003.4.4.195
2. Blais, P. Y., and, Couture, M. (1999). " Precast, prestressed pedestrian bridge-World's first reactive powder concrete structure." PCI J., 44 (5), 60-71. 10.15554/pcij.09011999.60.71
3. Buyukozturk, O., Bakhoum, M. M., and, Beattie, S. M. (1990). " Shear behavior of joints in precast concrete segmental bridges." J. Struct. Eng., 10.1061/(ASCE)0733-9445(1990)116:12(3380), 3380-3401.
4. Foster, S. J. (2009). " The application of steel-fibres as concrete reinforcement in Australia: From material to structure." Mater. Struct., 42 (9), 1209-1220. 10.1617/s11527-009-9542-7
5. Freytag, B., Heinzle, G., Reichel, M., and, Sparowitz, L. (2012). " WILD-bridge scientific preparation for smooth realisation." Proc., 3rd Int. Symp. on UHPC and Nanotechnology for High Performance Construction Materials, M. Schmidt, E. Fehling, C. Glotzbach, S. Fröhlich, and S. Piotrowski., eds., Kassel University Press, Kassel, Germany, 881-888.
6. Graybeal, B. (2011). " UHPC in US highway infrastructure." Chapter 15, Designing and building with UHPFRC: State of the art and development, F. Toutlemonde and J. Resplendino., eds., ISTE, London, 221-234.
7. Highways Agency. (2001). " Loads for highway bridges." BD 37/01, Dept. for Transport, London.
8. Ikram QA Services. (2011). " Flexure and shear strength test of T-bridge girder (TBG1325)." Test Rep. FS6A01/454/11, Material Testing Laboratory, Selangor, Malaysia.
9. Japan Society of Civil Engineers (JSCE). (2006). " Recommendations for design and construction of ultra high strength fiber reinforced concrete structures (draft)." JSCE Guidelines for concrete No. 9, Tokyo.
10. Kaptijn, N., and, Blom, J. (2004). " A new bridge deck for the Kaag bridges-The first CRC (compact reinforced composite) application in civil infrastructure." Proc., Int. Symp. on Ultra High Performance Concrete, M. Schmidt, E. Fehling, and C. Geisenhanslüke., eds., Kassel University Press, Kassel, Germany, 49-57.
11. Kim, B.-S., Kim, S., Kim, Y.-J., Park, S. Y., Koh, K.-T., and, Joh, C. (2012). " R&D activities and application of ultra high performance concrete to cable-stayed bridges." Proc., 3rd Int. Symp. on UHPC and Nanotechnology for High Performance Construction Materials, M. Schmidt, E. Fehling, C. Glotzbach, S. Fröhlich, and S. Piotrowski., eds., Kassel University Press, Kassel, Germany, 865-872.
12. Lachemi, M., Bastien, J., Adeline, R., Ballivy, G., and, Aïtchin, P. C. (1998). " Monitoring of the world's first reactive powder concrete bridge." Proc., 5th Int. Conf. on Short and Medium Span Bridges (CD-ROM), Canadian Society for Civil Engineering, Calgary, Canada.
13. Li, G., Yang, D., and, Lei, Y. (2013a). " Combined shear and bending behavior of joints in precast concrete segmental beams with external tendons." J. Bridge Eng., 10.1061/(ASCE)BE.1943-5592.0000453, 1042-1052.
14. Li, G., Zhang, C., and, Niu, C. (2013b). " Experimental study on shear behavior in negative moment regions of segmental externally prestressed concrete continuous beams." J. Bridge Eng., 10.1061/(ASCE)BE.1943-5592.0000351, 328-338.
15. Musha, H., Ohkuma, H., and, Kitamura, T. (2013). " Innovative UFC structures in Japan." Proc., RILEM-fib-AFGC Int. Symp. on Ultra High Performance Fibre-Reinforced Concrete (UHPFRC), F. Toutlemonde and J. Resplendino., eds., RILEM, Bagneux, France, 17-26.
16. Ng, T. S., Voo, Y. L., and, Foster, S. J. (2012). " Sustainability with ultra-high performance and geopolymer concrete construction." Chapter 5, Innovative materials and techniques in concrete construction, M. N. Fardis., ed., Springer, Dordrecht, Netherlands, 81-100.
17. Rebentrost, M., and, Wight, G. (2011). " Perspective on UHPCs from a specialist construction company." Chapter 13, Designing and building with UHPFRC: State of the art and development, F. Toutlemonde and J. Resplendino., eds., ISTE, London, 189-206.
18. Resplendino, J. (2008). " Ultra-high performance concretes-Recent realizations and research programs on UHPFRC bridges in France." Proc., 2nd Int. Symp. on Ultra High Performance Concrete, E. Fehling, M. Schmidt, and S. Stürwald., eds., Kassel University Press, Kassel, Germany, 31-43.
19. Ricciotti, R. (2002). " The Footbridge of Peace, Seoul, South Korea." Concrete (Lond.), 36 (10), 11-13.
20. RILEM. (2002). " Recommendations of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete: Bending test." Mater. Struct., 35 (253), 579-582.
21. Saibabu, S., Srinivas, V., Sasmal, S., Lakshmanan, N., and, Iyer, N. R. (2013). " Performance evaluation of dry and epoxy jointed segmental prestressed box girders under monotonic and cyclic loading." Construct. Build. Mater., 38 (Jan), 931-940. 10.1016/j.conbuildmat.2012.09.068
22. Šajna, A., Denarié, E., and, Bras, V. (2012). " Assessment of a UHPFRC based bridge rehabilitation in Slovenia, two years after application." Proc., 3rd Int. Symp. on UHPC and Nanotechnology for High Performance Construction Materials, M. Schmidt, E. Fehling, C. Glotzbach, S. Fröhlich, and S. Piotrowski., eds., Kassel University Press, Kassel, Germany, 937-944.
23. Schmidt, M. (2012). " Sustainable building with ultra-high-performance concrete (UHPC)-Coordinated research program in Germany." Proc., 3rd Int. Symp. on UHPC and Nanotechnology for High Performance Construction Materials, M. Schmidt, E. Fehling, C. Glotzbach, S. Fröhlich, and S. Piotrowski., eds., Kassel University Press, Kassel, Germany, 17-25.
24. Tanaka, Y., Maekawa, K., Kameyama, Y., Ohtake, A., Musha, H., and, Watanabe, N. (2011). " The innovation and application of UHPFRC bridges in Japan." Chapter 12, Designing and building with UHPFRC: State of the art and development, F. Toutlemonde and J. Resplendino., eds., ISTE, London, 149-187.
25. Toutlemonde, F., and, Resplendino, J. (2011). Designing and building with UHPFRC: State of the art and development, ISTE, London.
26. ® TBG1325)." Technical Rep. No. TR-0007, Dura Technology, Chemor, Perak, Malaysia.
27. Voo, Y. L., Augustin, P. C., and, Thamboe, T. A. J. (2011). " Construction and design of a 50M single span UHP ductile concrete composite road bridge." Structural Engineer, 89 (15-16), 24-31.
28. Voo, Y. L., and, Foster, S. J. (2010). " Characteristics of ultra-high performance 'ductile' concrete and its impact on sustainable construction." IES J. Part A: Civ. Struct. Eng., 3 (3), 168-187. 10.1080/19373260.2010.492588
29. Voo, Y. L., Foster, S. J., and, Gilbert, R. I. (2006). " Shear strength of fiber reinforced reactive powder concrete prestressed girders without stirrups." J. Adv. Concr. Technol., 4 (1), 123-132. 10.3151/jact.4.123
30. Voo, Y. L., Poon, W. K., and, Foster, S. J. (2010). " Shear strength of steel fiber-reinforced ultrahigh-performance concrete beams without stirrups." J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000234, 1393-1400.
31. Zhou, X., Mickleborough, N., and, Li, Z. (2005). " Shear strength of joints in precast concrete segmental bridges." ACI Struct. J., 102 (1), 3-11.