Effect of rod profile and strength on the contact behavior of CFRP–metal couples

Al-Mayah, Adil; Soudki, Khaled; Plumtree, A.

doi:10.1016/j.compstruct.2006.11.004

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Cited by 18 publications

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“…Through the numerical analysis of the deformation of mono strand anchor head, Park et al [4] verified that the deformation characteristics of the anchor head is very sensitive the initial position of the wedge. Besides, Al-Mayah and his coworkers [5]- [11], Bennitz [12], and Sayed-Ahmed et al [13] published recently their research results on the optimal anchor head system for CFRP strand. This paper intends to investigate experimentally the deformation characteristics of the mono strand anchor head used in prestressed concrete bridge.…”

Section: Introductionmentioning

confidence: 99%

Deformation Characteristics of Mono Strand Anchor Head

Kim

Cho

et al. 2014

ENG

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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 prestressing strand. Moreover, the possibility to estimate the jacking force acting in the tendon based upon the measured strains and the corresponding error are evaluated.

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