This paper investigates experimentally the deformation characteristics of the mono strand anchor head used in prestressed concrete bridge. Since the strains measurable in the anchor head are the axial and hoop strains, the deformation characteristics of the anchor head are examined by measuring these strains at various positions and according to the jacking force exerted on the pre-stressing strand. Moreover, the possibility to estimate the jacking force acting in the tendon based upon the measured strains and the corresponding error are evaluated.
References
[1]
Bastien, J., Marceau, D., Fafard, M. and Ganz, H.R. (2007) Use of FEA for Design of Posttensioning Anchor Head. Journal of Bridge Engineering, 12, 194-204. http://dx.doi.org/10.1061/(ASCE)1084-0702(2007)12:2(194)
[2]
Noh, M.H., Seong, T.R. and Kim, J.K. (2012) Nonlinear Analysis of Anchor Head for High Strength Steel Strand. Journal of Computational Structural Engineering, COSEIK, 25, 163-173. (In Korean)
[3]
Seo, J.W., Jeong, W., Cho, E.K. and Yoo, H. (2010) Parametric Analysis to Determine Optimum Geometries of PPWS Sockets in Cable-Suspension Bridges. Proceedings of Steel Structure, Korean Society of Steel Construction, Seoul, 35-36. (In Korean)
[4]
Park, J.H., Yang, H.J. and Cho, J.R. (2014) Numerical Analysis for the Deformation of a Mono Tendon Anchor Head. Journal of the Korean Society of Safety, 29, 25-30. http://dx.doi.org/10.14346/JKOSOS.2014.29.1.025
[5]
Al-Mayah, A., Soudki, K. and Plumtree, A. (2001) Experimental and Analytical Investigation of a Stainless Steel Anchorage for CFRP Prestressing Tendons. PCI Journal, 46, 88-100. http://dx.doi.org/10.15554/pcij.03012001.88.100
[6]
Al-Mayah, A., Soudki, K. and Plumtree, A. (2001) Mechanical Behavior of CFRP Rod Anchors under Tensile Loading. Journal of Composites for Construction, 5, 128-135. http://dx.doi.org/10.1061/(ASCE)1090-0268(2001)5:2(128)
[7]
Al-Mayah, A., Soudki, K. and Plumtree, A. (2006) Development and Assessment of a New CFRP Rod-Anchor System for Prestressed Concrete. Applied Composite Materials, 13, 321-334. http://dx.doi.org/10.1007/s10443-006-9019-6
[8]
Al-Mayah, A., Soudki, K. and Plumtree, A. (2006) FEM and Mathematical Models of the Interfacial Contact Behaviour of CFRP-Metal Couples. Composite Structures, 73, 33-40. http://dx.doi.org/10.1016/j.compstruct.2005.01.024
[9]
Al-Mayah, A., Soudki, K. and Plumtree, A. (2006) Effect of Sleeve Material on Interfacial Contact Behavior of CFRP- Metal Couples, Journal of Materials in Civil Engineering, 18, 825-830. http://dx.doi.org/10.1061/(ASCE)0899-1561(2006)18:6(825)
[10]
Al-Mayah, A., Soudki, K. and Plumtree, A. (2007) Novel Anchor System for CFRP Rod: Finite-Element and Mathematical Models, Journal of Composites for Construction, 11, 469-476. http://dx.doi.org/10.1061/(ASCE)1090-0268(2007)11:5(469)
[11]
Al-Mayah, A., Soudki, K. and Plumtree, A. (2008) Effect of Rod Profile and Strength on the Contact Behavior of CFRP-Metal Couples. Composite Structures, 82, 19-27. http://dx.doi.org/10.1016/j.compstruct.2006.11.004
[12]
Bennitz, A. (2008) Mechanical Anchorage of Prestressed CFRP Tendons: Theory and Test. Ph.D. Thesis, Lulea University of Technology, Lulea.
[13]
Sayed-Ahmed, E.Y. and Shrive, N.G. (1998) A New Steel Anchorage System for Posttensioning Applications Using Carbon Fibre Reinforced Plastic Tendons. Canadian Journal of Civil Engineering, 25, 113-127. http://dx.doi.org/10.1139/l97-054