Browse > Article
http://dx.doi.org/10.12989/scs.2012.12.2.167

Structural analysis of circular UHPCC form for hybrid pier under construction loads  

Wu, X.G. (School of Civil Engineering, Harbin Institute of Technology)
Zhao, X.Y. (School of Architecture Engineering, Harbin Engineering University)
Han, S.M. (School of Civil Engineering, Kumoh National Institute of Technology)
Publication Information
Steel and Composite Structures / v.12, no.2, 2012 , pp. 167-181 More about this Journal
Abstract
Ultra high performance cementitious composite material is applied to the design of multifunctional permanent form for bridge pier in this paper. The basic properties and calculating constitutive model of ultra high performance cementitious composite are introduced briefly. According to momental theory of thin-walled shell, the analytical solutions of structural behavior parameters including circumferential stress, longitudinal stress and shear stress are derived for UHPCC thin-walled circular tube. Based on relevant code of construction loads (MHURD of PPC 2008), the calculating parameter expression of construction loads for UHPCC thin-walled circular tube is presented. With geometrical dimensions of typical pier, the structural behavior parameters of UHPCC tube under construction loads are calculated. The effects of geometrical parameters of UHPCC tube on structural behavior are analyzed and the design advices for UHPCC tube are proposed. This paper shall provide a scientific reference for UHPCC permanent form design and UHPCC hybrid structure application.
Keywords
Ultra high performance cementitious composite; pier column; permanent form, construction loads;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)  (Related Records In Web of Science)
연도 인용수 순위
1 Behloul, M. (2007), "HPFRCC field of applications: Ductal recent experience", 5th High Performance Fiber Reinforced Cement Composite (HPFRCC5), Mainz, Germany, July.
2 Cavill, B. and Chirgwin, G. (2003), "The worlds first Ductal road bridge Sherpherds gully creek bridge, NSW", 21st Biennial Conference of the Concrete Institute of Australia, Brisbane.
3 Graybeal, B., Hartamann, J., and Perry, V. (2004), "Ultra-high performance concrete for highway bridge", FIB Symposium, Avignon, 26-28 April.
4 Kittinun S., Sherif E.T., and Gustavo P.M. (2010), "Behavior of high performance fiber reinforced cement composite under multi-axial compressive loading", Cement Concrete Comp., 32, 62-72.   DOI   ScienceOn
5 MHURD of PPC(The Ministry of Housing and Urban-Rural Development of P.P.C.)(2008), Technical Code for Safety of Forms in Construction(JGJ 162-2008), China Architecture & Building Press, Beijing.(In Chinese)
6 MREMC of PPC(Engineering Management Center of The Ministry of Railways of P.P.C.) (2009), Constructurn Manual For Reactive Powder Concrete Member, China Railway Publishing House, Beijing. (In Chinese)
7 Okuma, H., et al.(2006), "The first highway bridge applying ultra high strength fiber reinforced concrete in Japan", 7th International Conference on short and medium span bridge. Montreal, Canada.
8 Ramadoss P. and Nagamani, K. (2008), "A new strength model for the high-performance fiber reinforced concrete", Comp. Concrete, 5(1), 21-36.   DOI
9 Timoshenko, S. P. and Woinowsky, K.S. (1959), Theory of Plates and Shells, McGraw-Hill Book Com., INC.
10 Williams, E.M., Graham, S.S., Akers, S.A., Reed P.A. and Rushing T.S. (2010), "Constitutive property behavior of an ultra-high-performance concrete with and without steel fibers", Comp. Concrete, 7(2), 191-202.   DOI
11 Wu, X.G. and Han, S.M. (2009), "Multiple cracking model of fiber reinforced high performance cementitious composite under uniaxial tension", Int. J. Concrete Struct. Mater., 3(1), 71-77.   DOI
12 Wu, X.G. and Han, S.M. (2010), "Interface shear connection analysis of Ultrahigh-Performance fiber-Reinforced concrete composite girders", J. Bridge Eng. (ASCE), 15(5), 493-502.   DOI   ScienceOn
13 Wu, X.G. and Xu, S.L (2009), "Ultra high performance Cementitious hybrid and flexural analysis of the UHPCC-NC hybrid structure with full shear connection", Key Engineering Materials, 405-406, 69-74.   DOI