논문 상세보기

철근콘크리트 기둥부재의 균열과 횡방향철근 변형률

Crack and Transverse Steel Strain of Reinforced Concrete Column

  • 언어KOR
  • URLhttps://db.koreascholar.com/Article/Detail/346497
서비스가 종료되어 열람이 제한될 수 있습니다.
한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

The basis of capacity design has been explicitly or implicitly regulated in most bridge design specifications. It is to guarantee ductile failure of entire bridge system by preventing brittle failure of pier members and any other structural members until the columns provides fully enough plastic rotation capacity. Brittle shear is regarded as a mode of failure that should be avoided in reinforced concrete bridge pier design. To provide ductility behavior of column, the one of important factors is that flexural hinge of column must be detailed to ensure adequate and dependable shear strength and deformation capacity. In particular, this study focused on assessing transverse reinforcement contribution to the column shear strength. Transverse reinforcement contribution measured during test. Each three components of transverse reinforcement contribution, axial force contribution and concrete contribution were investigated and compared. It was assessed that the concrete stresses of all specimen were larger than stress limit of Korea Bridge Design Specifications.

목차
Abstract
 1. 서 론
 2. 실험변수
 3. 균열양상 및 변형률
 4. 결 론
 참고문헌
저자
  • 고성현(제주국제대학교, 토목공학과) | Ko, Seong Hyun 교신저자
  • 문경종(제주특별자치도청, 도민안전실) | Moon, Kyung Jong