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Numerical Analysis for the Deformation of a Mono Tendon Anchor Head

모노 텐던 앵커 헤드의 변형 추정을 위한 수치해석

  • 박장호 (아주대학교 건설시스템공학과) ;
  • 양현주 (아주대학교 건설시스템공학과) ;
  • 조정래 (한국건설기술연구원)
  • Received : 2013.10.29
  • Accepted : 2014.01.06
  • Published : 2014.02.28

Abstract

This paper deals with a numerical study on the deformation of a mono tendon anchor head. The anchor head is used to introduce the compression to concrete, and consists of wedges and a head. All kinematics, material and contact nonlinearity are included in the precise analysis of a mono tendon anchor head. A numerical study on a mono tendon anchor head is performed to investigate effects of friction and eccentricity of load by ABAQUS. From the numerical results, it is verified that the deformation of a mono tendon anchor head is affected by characteristics of materials, boundary condition between wedge and anchor head, eccentricity of load, etc.

Keywords

References

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Cited by

  1. Evaluation of initial prestress state in PS strand using the deformation characteristics of multi-strand anchor head 2017, https://doi.org/10.1007/s12205-017-0800-x
  2. Deformation Characteristics of Mono Strand Anchor Head vol.06, pp.12, 2014, https://doi.org/10.4236/eng.2014.612072
  3. Estimation of Initial Tensile Force Acting on Tendon using the Deformation of a Multi-tendon Anchor Head vol.27, pp.6, 2014, https://doi.org/10.7734/COSEIK.2014.27.6.581