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.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.90 No.4
- 발행연도
- 2024.5
- 수록면
- 371 - 390 (20page)
이용수
초록· 키워드
오류제보하기
Investigating the impact of openings on the structural behavior of ferrocement I-beams with two distinct types of reinforcing metallic and non-metallic meshes is the primary goal of the current study. Up until failure, eight 250x200x2200 mm reinforced concrete I-beams were tested under flexural loadings. Depending on the kind of meshes used for reinforcement, the beams are split into two series. A control I-beam with no openings and three beams with one, two, and three openings, respectively, are found in each series. The two series are reinforced with three layers of welded steel meshes and two layers of tensar meshes, respectively, in order to maintain a constant reinforcement ratio. Structural parameters of investigated beams, including first crack, ultimate load, deflection, ductility index, energy absorption, strain characteristics, crack pattern, and failure mode were reported. The number of mesh layers, the volume fraction of reinforcement, and the kind of reinforcing materials are the primary factors that vary. This article presents the outcomes of a study that examined the experimental and numerical performance of ferrocement reinforced concrete I-beams with and without openings reinforced with welded steel mesh and tensar mesh separately. Utilizing ANSYS-16.0 software, nonlinear finite element analysis (NLFEA) was applied to illustrate how composite RC I-beams with openings behaved. In addition, a parametric study is conducted to explore the variables that can most significantly impact the mechanical behavior of the proposed model, such as the number of openings. The FE simulations produced an acceptable degree of experimental value estimation, as demonstrated by the obtained experimental and numerical results. It is also noteworthy to demonstrate that the strength gained by specimens without openings reinforced with tensar meshes was, on average, 22% less than that of specimens reinforced with welded steel meshes. For specimens with openings, this value is become on average 10%.
목차
등록된 정보가 없습니다.
참고문헌 (0)
참고문헌 신청함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
Shear Behavior of Reactive Powder Concrete Ferrocement Beams with Light Weight Core Material
International Journal of Concrete Structures and Materials
2024 .09
-
Structural behavior of RC channel slabs strengthened with ferrocement
Structural Engineering and Mechanics, An Int＇l Journal
2023 .06
-
Structural Performance of Ferrocement Beams Incorporating Longitudinal Hole Filled with Lightweight Concrete
International Journal of Concrete Structures and Materials
2023 .07
-
Experimental and FE simulations of ferrocement columns incorporating composite materials
Structural engineering and mechanics : An international journal
2017 .01
-
Experimental and numerical study on the structural behavior of Multi-Cell Beams reinforced with metallic and non-metallic materials
Structural Engineering and Mechanics, An Int＇l Journal
2024 .06
-
Numerical simulation of concrete beams reinforced with composite GFRP-Steel bars under three points bending
Structural engineering and mechanics : An international journal
2016 .01
-
Structural performance of ribbed ferrocement plates reinforced with composite materials
Structural Engineering and Mechanics, An Int＇l Journal
2016 .01
-
Structural performance of ribbed ferrocement plates reinforced with composite materials
Structural engineering and mechanics : An international journal
2016 .01
-
Experimental, Numerical, and Analytical Investigation of the Reinforced Concrete Hidden and Wide Beams
International Journal of Concrete Structures and Materials
2025 .01
-
Post-heating behavior of concrete beams reinforced with fiber reinforced polymer bars
Structural engineering and mechanics : An international journal
2015 .01
-
Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth
International Journal of Concrete Structures and Materials
2019 .11
-
Torsional strengthening of RC beams using stainless steel wire mesh -Experimental and numerical study
Structural engineering and mechanics : An international journal
2018 .01
-
Post-heating behavior of concrete beams reinforced with fiber reinforced polymer bars
Structural Engineering and Mechanics, An Int＇l Journal
2015 .01
-
직접구조강도 평가를 위한 선체 국부구조 상세요소분할모델 자동생성
한국CDE학회 논문집
2017 .09
-
Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall
International Journal of Concrete Structures and Materials
2017 .12
-
The effect of tensile reinforcement on the behavior of CFRP strengthened reinforced concrete beams: An experimental and analytical study
Steel and Composite Structures, An International Journal
2023 .01
-
Investigation on the flexural behavior of an innovative U-shaped steel-concrete composite beam
Steel and Composite Structures, An International Journal
2020 .01
-
Behavior and crack development of fiber-reinforced concrete spandrel beams under combined loading: an experimental study
Structural Engineering and Mechanics, An Int＇l Journal
2015 .01
-
무선 Mesh Network 구성 알고리즘 연구
대한전자공학회 학술대회
2017 .11
-
Behavior and crack development of fiber-reinforced concrete spandrel beams under combined loading: an experimental study
Structural engineering and mechanics : An international journal
2015 .01
최근 본 자료
댓글(0)
0