인문학
사회과학
자연과학
공학
의약학
농수해양학
예술체육학
복합학
DBpia AI
AI 에이전트
AI 아이디어
AI 리더
AI 뷰어
Citeasy
크롬 서지관리 다운로드
지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
초록·키워드
Abstract Crushed over-burnt clay bricks (COBCBs) are a promising alternative to the natural gravel aggregate in lightweight concrete (LWC) production because of their high strength-to-weight ratio. Besides, COBCBs are considered a green aggregate as they solve the problem of solid waste disposal. In this paper, a total of fifteen reinforced concrete (RC) beams were constructed and tested up to failure. The experimental beams were classified into five groups. The control beams were cast with normal weight concrete (NWC), while the remaining four groups of beams were prepared from LWC. The test parameters were the concrete type, reinforcement ratio and silica fume (SF) content. The behavior of beams was evaluated in terms of the crack pattern, failure mode, ultimate deflection, and ductility. The experimental results suggested that the weight and strength of the concrete prepared satisfied the requirements of LWC. In addition, the increase in the reinforcement ratio and SF content improved the behavior of the beams. It is noteworthy that the SF addition caused measurable enhancements to the majority of the performance characteristics of LWC beams. Thus, COBCBs were successfully used as coarse aggregates in the production of high-quality LWC. Both ACI 318-19 and CSA-A23.3-19 made acceptable predictions of the cracking moment, ultimate capacity and mid-span deflection.
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오류를 발견하셨다면 해당 부분을 드래그한 후 ' 를 통해 신고해주세요.
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