High Performance Concrete in Highway Bridge in Cold and Arid Regions

Abstract:

High performance concrete originated in the generation of high strength concrete, and it is a new high technology of concrete, is in common with high quality and in concrete. High durability on the perspective of improvement and become, use a lot of high quality raw materials and modern technology, is the main development direction of concrete. Because its comprehensive performance by the superiority of the focus of the society, the strict construction technology in the extensive application in the highway bridge, high performance can the use of concrete can improve the efficiency of its safety and avoid unnecessary accidents

• Periodical: Applied Mechanics and Materials (Volume 214)
• Pages: 35-39
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.214.35
• Online since: November 2012
• Authors: Zhi Yuan Wang
• Keywords: Construction Technology, High-Performance Concrete (HPC), Highway Bridge

References

[1] R. B. Fleischman, G. Wan, (2010) "Appropriate Over strength of Shear Reinforcement in Precast Concrete Diaphragms," Journal of Structural Engineering 11:1616-1626

DOI: 10.1061/(asce)0733-9445(2007)133:11(1616)

[2] Tanya Green1, Nur Yazdani, and Lisa Spainhour, (2009) "Contribution of Intermediate Diaphragms in Enhancing Precast Bridge Girder Performance," Journal of Performance of Constructed Facilities 8:142-146

DOI: 10.1061/(asce)0887-3828(2004)18:3(142)

[3] C. S. Cai1, Marcio Araujo, Anand Chandolu, et, (2010) "Diaphragm Effects of Prestressed Concrete Girder Bridges: Review and Discussion," Practice Periodical on Structural Design and Construction 8:161-167

DOI: 10.1061/(asce)1084-0680(2007)12:3(161)

[4] Christopher D. Eamon, Andrzej S. Nowak, (2009) "Effect of Edge Stiffening and Diaphragms on the Reliability of Bridge Girders," Journal of Bridge Engineering 4:206-214

DOI: 10.1061/(asce)1084-0702(2005)10:2(206)

[5] J. X. Yu. (2003) Reinforcement Measures and Crack Analysis of Diaphragm of Concrete Simply Supported Beams. Railway Construction 8:3-4

[6] Z. G. Liang, Y. Zhang, J. L. Liu. (2007) Disease and Reinforcement of the Diaphragm of Fabricated T- beam Bridges. China Municipal Engineering. Young, The Technical Writer's Handbook. Mill Valley, CA: University Science, 1989. 5:92-93M

[7] T. M. Wang. (1997) Engineering Structural Cracks Contral. Beijing: China Building Industry Press

[8] Z. X. Guo, P. S. Sun, Y. J. Liu. (2005) Practical Handbook of Concrete Structure. Beijing: China Building Industry Press

[9] Y. J. Lin, Y. J. Qian, Z. L. Wang. (2006) Research on calculation method of new-old concrete interface cohesion strength. Industrial Construction (Supplement) 36:844-846

[10] J. P. Gao, J. L. Pan, Y. G. Wang. (2001) Effect of Different Bonding Agents on Bond Strength between Fresh Concrete and Hardened Concrete. Journal of Harbin University of C. E. and Architecture 34(5):25-29

[11] J. P. Gao, J. L. Pan. (2001) Specimen for Testing Bond Strength between Fresh and Hardened Concrete. Journal of Harbin University of C. E. and Architecture 34(2):32-35

[12] Z. F. Zhao, G. F. Zhao, C. K. Huang. (1999) Research on the tension shear behavior of the adhesion of young and old concrete. Journal of Building Structures 20(6):26-31

[13] L. S. Zhang, J. J. Guo. (2007) Experiment on shear property of new and old concrete bonding with planting steel. Industrial Construction 37(11):71-73

[14] X. M. Peng, X. H. Li, D. S. Cai. (2001) Model Test for the Shearing Stresses in the Adjoining Faces between the Old and New Concrete. Bridge Construction 2(3):40-44