• Steel and Composite Structures
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• 제44권6호
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• pp.803-816
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• 2022

Composite materials are effective in forming externally bonded reinforcements which find applications related to existing structures repair, attributed to their high strength-to-weight ratio and ease of installation. Among various composites, fibre reinforced polymers (FRP) have somewhat been largely accepted as a commonly utilized composite for such purposes. It is only recently that steel fibres have been considered as additional members of the FRP fibre family, intuitively termed as steel reinforced polymer (SRP). Owing to its low cost and permissibility of fibre bending at sharp corners, SRP is rapidly becoming a viable contender to other FRP systems. This paper investigates the bond behaviour of SRP-concrete joints with different bonded lengths (50, 75, 100, 150 and 300 mm) and widths (15, 30, 40, 50, and 75 mm) using single-lap shear tests. The experimental specimens contain SRP strips with a fixed density of steel fibres (0.472 cords/mm) bonded to the face of concrete prisms. The load responses were obtained and compared in terms of corresponding load and slip boundaries of the constant region and the peak loads. The failure modes of SRP composites are discussed, and the range of effective bonded length is evaluated herein. In the end, a new analytical model was proposed to estimate the SRP-concrete bond strength using a genetic algorithm, which outperforms 22 existing FRP-concrete bond strength models.

• 한국지반공학회논문집
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• 제34권6호
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• pp.61-73
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• 2018

쏘일네일 보강지반에 전단변형이 발생하면 쏘일네일 주변지반에는 수동토압이 유발되고, 전단변형의 증가는 주변지반의 토압 변화와 쏘일네일의 변형 및 부재력 변화를 야기한다. 본 연구에서는 대형 직접전단시험기를 이용하여 쏘일네일의 수직방향으로 전단변형을 유발하면서 쏘일네일의 전단거동을 실험적으로 분석하였으며, 수치해석을 통해 검증하였다. 전단면에서 이격된 쏘일네일의 정착부 길이(6D, 8D, 10D, 12D) 변화를 변수로 전단시험을 실시하였다. 연구결과, 전단변형의 지속적인 증가는 그라우트의 손상을 유발함을 확인하였으며, 정착부 길이변화에 따른 영향을 확인하였다. 모형시험과 수치해석을 통해 분석된 쏘일네일의 전이길이는 0.2~0.22m로 기존 연구에서 제시한 0.1m보다 크게 증가하였으며, 전단영역은 전단면에서 0.6m까지의 범위로 확인되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제26권6호
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• pp.256-262
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• 2022

본 연구의 목적은 실험을 통하여 FRP를 이용한 철근콘크리트 부재의 표면매립 전단보강 효과를 규명하는 것이다. 연구목적을 달성하기 위하여, 3개의 철근콘크리트 T형 보를 제작하고 이중 두 개의 보에 대해서 표면매립 보강방법으로 FRP를 전단보강한 뒤 실험을 통하여 보강효과를 규명하였다. 실험에서 두 가지의 전단보강방법을 고려하였는데, 첫째 충분한 매립길이를 가진 표면매립 (NSM) 보강, 둘째 다소 짧은 표면매립길이를 가지지만 추가의 표면부착 (EB) 보강을 한 경우이다. 연구결과, FRP strip을 이용한 표면매립길이를 플랜지 하부까지 길게 확보할 경우에는 충분한 전단보강효과가 발휘되는 것으로 나타났다. 반면에 충분한 매립길이가 확보되지 않은 경우에는 FRP sheet로 추가 보강하더라도 전단보강효과가 나타나지 않는 것으로 나타났다.

• Advances in aircraft and spacecraft science
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• 제1권2호
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• pp.177-196
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• 2014

A theoretical exploration for determining the characteristic length of the cohesive zone for a double cantilever beam (DCB) specimen under mode I loading was conducted. Two traction-separation laws were studied: (i) a law with only a linear elastic stage from zero to full traction strength; and (ii) a bilinear traction law illustrating a progressive softening stage. Two analytical solutions were derived for the first law, which fit well into two existing solution groups. A transcendental equation was derived for the bilinear traction law, and a graphical method was presented to identify the resultant cohesive zone length. The study using the bilinear traction law enabled the theoretical investigation of the individual effects of cohesive law parameters (i.e., strength, stiffness, and fracture energy) on the cohesive zone length. Correlations between the theoretical and finite element (FE) results were assessed. Effects of traction law parameters on the cohesive zone length were discussed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.441-448
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• 1999

The load distribution in a ground anchor is very complex because it involves three different materials(soil, grout, and steel), which sometimes act as composite sections (bonded length) or separately (unbounded length). Therefore it is very hard to understand load transfer mechanism on the anchor. In order to understand the load transfer, it is essential to consider the load distribution In the three different materials. On these purposes, full scale anchor test is planned on the geotechnical site at Sunkyunkwan University Prior to the test, modeling and analyses of the load transfer mechanism were performed on the data from the case histories.

• 콘크리트학회논문집
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• 제19권6호
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• pp.677-684
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• 2007

본 연구에서는 유리섬유시트로 휨보강된 RC 보의 파괴 양상을 분석하고, 부착파괴를 방지하기 위한 실험 연구를 수행하였다. 부착파괴를 방지하기 위한 방법으로 부착길이를 증가시키는 방법과 U형 보강 방법 및 에폭시 전단키 보강 상세에 대하여 검증하였다. 유리섬유시트의 부착길이는 콘크리트 계면과 보강재 사이의 부착강도를 가정하여 계산하였다. U형 보강 방법은 콘크리트 밑면에 부착된 유리섬유시트의 단부 혹은 중앙부를 U형으로 감싸서 보강하였다. 콘크리트 하부에 매립된 전단키는 유리섬유시트의 인장력에 대하여 충분한 부착력을 제공하도록 하였다. 단부 U 보강과 중앙부 U 보강은 부착파괴를 방지하기 위해 기존에 제안된 방법이며, 에폭시 전단키는 본 연구에서 제시된 새로운 방지 상세이다. 유리섬유시트의 부착파괴 방지 상세에 대한 효과를 검증하기 위하여 총 6개의 실험체를 제작 실험하였다. 본 실험 결과에 의하면 부착길이 및 단부 U 보강 상세를 적용하는 방법은 조기 부착파괴를 억제하지 못하는 것으로 나타났다. 반면 중앙부 U 보강 상세는 보강재를 따라 발생하는 박리균열의 진행을 억제시키기 때문에 부착파괴를 지연하는 효과가 있으며, 전단키의 경우는 부착파괴를 충분히 방지하며 유리섬유시트의 파단을 유도하는 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 정보화시공 학술발표회
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• pp.61-78
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• 2001

Various kind of fiber optic gauge sensors are available that can be bonded to civil engineering structures such as bridges, dams, tunnels and pipelines. A new fiber optic long gauge has significant advantages over other fiber optic sensors. These gauges can vary in length from less than 10 cm up to 30 m and provide the structural engineer with accurate measurements of displacement. These displacements can be converted to strains by dividing the measurement by the long gauge length. Using new optical technology, the long gauge instrument developed by FOX-TEK can choose max. 30 meters of gauge length so as to measure the very early stress/strain correlation curve. And this gauge length to be extended up to 100 meter in 2002.

• 한국분말재료학회지
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• 제11권6호
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• pp.462-466
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• 2004

The bi-materials composed of $Al-5wt{\%}Mg$ and its composite reinforced with SiC particles were prepared by ball-milling and subsequent sintering process. The size of powder in Al-Mg/SiCp mixture decreased with increasing ball-milling time, it was saturated above 30 h when the ball and powder was in the ratio of 30 to 1. Both $Al-5wt{\%}Mg$ powders mixture and $Al-5wt{\%}Mg/SiCp$ mixture were compacted under a pressure of 350MPa and were bonded by sintering at temperatures ranging from 873K to 1173K for 1-5h. At 873k, the sound bi-mate-rials could not be obtained. In contrast, the bi-materials with the macroscopically well-bonded interface were obtained at higher temperatures than 873K. The length of well-bonded interface became longer with increasing temperature and time, indicating the improved contact in the interface between unreinforced Al-Mg part and Al-Mg/SiCp composite part. The relative density in the bi-materials increased as the sintering temperature and time increased, and the bi-materials sintered at 1173K for 5h showed the highest density.

• Structural Engineering and Mechanics
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• 제53권5호
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• pp.1017-1030
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• 2015

In this study, the finite element method was used to analyze the distribution of the adhesive shear stresses in the single-lap bonded joint of two plates 2024-T3 aluminum with and without defects. The effects of the adhesive properties (shear modulus, the thickness and the length of the adhesive were highlighted. The results prove that the shear stresses are located on the free edges of the adhesively bonding region, and reach maximum values near the defect, because the concentration of high stress occurs near this area.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.133-136
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• 2005

Experimental research was conducted to investigate the characteristic of various CFRP strengthening methods. A total of 4 specimens of 3.3m length were tested in four point bending after strengthening them with externally bonded CFRP plates. The CFRP plates were bonded without prestress or with prestress levels of CFRP plate strain $0.5\%$. The non-prestressed specimen without anchor plate failed by separation of the plate from the beam due to premature debonding while the non-prestressed specimen with anchor plate failed by CFRP fracture and showed the significant increase of ductility capacity. In addition, the prestressed specimens failed by concrete compression failure. The maximum load and ductility capacity were most significantly increased.