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Punching Shear Strength of the Hollow Plat Slab

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

The objective of this study is to evaluate the location of a failure surface generatrix and the punching shear strength of hollow plat slabs. The main test parameters was the location of a starting position of hollow materials that varied between 1d and 3d, where d is effective depth of slab section. Based on test results, the starting position of hollow materials in plat slabs is recommended to be more than 2d to avoid the reduction of concrete punching shear strength.

저자
  • 곽민경(경기대학교 건축공학과, 석사과정) | Kwak, Min Kyoung 교신저자
  • 양근혁(경기대학교 플랜트 건축공학과 교수, 공학박사) | Yang, Keun-Hyeok
  • 박성태(㈜윈하이텍 대표이사) | Park, Seong Tae
  • 윤성호(광장 구조기술사 사무소 소장, 공학박사) | Yun, Sung Ho