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Dynamic Shear Strength of Stirrup-reinforced Cast-in Anchors by Seismic Qualification Tests

스터럽 보강 선설치 앵커의 지진모의실험에 의한 동적 전단 저항강도 평가

  • 김태형 (부산대학교, 토목공학과) ;
  • 박용명 (부산대학교, 토목공학과) ;
  • 강충현 (전남대학교, 해양토목공학과) ;
  • 이종한 (대구대학교, 토목공학과)
  • Received : 2017.08.18
  • Accepted : 2018.02.20
  • Published : 2018.04.27

Abstract

An experimental study was conducted to evaluate the breakout strength of stirrup-reinforced cast-in anchors under dynamic shear loadings. The shear loadings were applied in the manner specified in the ACI 355.2 and ETAG 001 for the seismic qualification tests. Test specimens were fabricated with M36 anchor (edge distance, 180mm) reinforced with D10 stirrups (spacing, 100mm). The specimens reached almost the breakout strength and thereafter fracture of anchor occurred. Additional tests with M42 anchor (edge distance, 160mm) reinforced with D6 bars (spacing, 100mm) were also conducted. The experimental results showed that the dynamic shear strength was not less than the static resistance. Based on the test results, it was shown that ACI 318 and ETAG 001 specifications estimate the breakout strength of stirrup-reinforced anchors conservatively as more reinforcement is provided.

Acknowledgement

Supported by : 한국연구재단

References

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