• International Journal of Naval Architecture and Ocean Engineering
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• 제8권2호
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• pp.177-187
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• 2016

To evaluate the tractive performance of tracked trencher on seafloor surface, a new shear stress-displacement empirical model was proposed for saturated soft-plastic soil (SSP model). To validate the SSP model, a test platform, where track segment shear test can be performed in seafloor soil simulacrum (bentonite water mixture), was built. Series shear tests were carried out. Test results indicate that the SSP model can describe the mechanical behavior of track segment with good approximation in seafloor soil simulacrum. Through analyzing the main external forces applied to seafloor tracked trencher during the uniform linear trenching process, a drawbar pull prediction model was deduced with the SSP model. A tracked walking mechanism of the seafloor tracked trencher prototype was built, and verification tests were carried out. Test results indicate that this prediction model was feasible and effective; moreover, from another side, this conclusion also proved that the SSP model was effective.

• 한국농공학회논문집
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• 제55권3호
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• pp.113-121
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• 2013

Recently, it has been studied for the application of nano-materials in the concrete. Applied a small amount of nano-materials can achieve the goal of high strength, high performance and high durability. The small addition of nano clay improves strength, thermal stability, and durability of concrete because of the excellent dispersion. The present study has investigated the effectiveness, when varying with the contents of nano clay, influencing the pull-out behavior of macro synthetic fibers in nano materials cement mortar. Pullout tests conducted in accordance with the Japan Concrete Institute (JCI) SF-8 standard for fiber-reinforced concrete test methods were used to evaluate the pullout performance of the different nano clay. Nano clay was added to the 0, 1, 2, 3, 4 and 5 % of cement weight. The experimental results demonstrated that the addition of nano clay led to improve the pull-out properties as of the load-displacement curve in the precracked and debonded zone. Also, the compressive strength, flexural strength and pullout performance and of Mix No. 1 and No. 2 increased up to the point when nano clay used increased by 2 and 3 % contents, respectively, but decreased when the exceeded 3 and 4 %, respectively. It was proved by verifying increase of the scratching phenomenon in macro synthetic fiber surface through the microstructure analysis on the surface of macro synthetic fiber.

• 터널과지하공간
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• 제21권5호
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• pp.377-385
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• 2011

본 연구는 록볼트가 크게 인장되더라도 주입재의 인장파괴를 최소화하여 전면접착식 볼트의 지보효과를 극대화 할 수 있는 새로운 개념의 록볼트를 개발하기 위해 수행하였다. 전면접착식 볼트의 거동 메커니즘을 분석하기 위하여 실내모형시험을 실시하였다. 압축성 간격재를 설치한 록볼트를 고안하고, 실내인발시험을 실시하여 간격재의 최적설치간격을 결정하였으며, 실대형 인발시험을 통하여 압축성 간격재를 설치한 볼트의 인발저항력을 측정하였다. 그 결과 압축성 간격재를 설치한 볼트가 기존의 전면 접착식 볼트보다 약 15% 증가된 인발 저항력을 나타내었다.

• Composites Research
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• 제34권1호
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• pp.30-34
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• 2021

This paper present a three-dimensional unit cell finite element analysis to predict the pull-out behavior of a single stitch in a composite laminate. The stitching process used for this study correspond to the I-fiber stitching method that has been studied by the Composite Structures Lab (CSL) as a new through-thickness reinforced method. A total of six cases were analyzed, which were divided in two groups by the stitching yarn used, 6k and 12k. Each group of cases have three different thickness according to the amount of plies; 16 plies, 32 plies and 64 plies. The finite element analysis used the cohesive zone method to characterize the single stitch reinforcement in the interface. Due to the complexity of the load vs displacement curves taken from the experimental results, a bilinear and trilinear bridging laws were implemented in the models. The cohesive parameters used for each case showed a good agreement with the experimental data and can be used for future studies.

• 수산해양기술연구
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• 제35권4호
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• pp.421-427
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• 1999

The critical fracture energy and failure mechanisms of GF/PP composites are investigated in the temperatures range of the ambient temperature to $-50^{\circ}C$ The critical fracture energy increase as fiber volume fraction ratio increased The critical fracture energy shows a maximum at ambient temperature and it tends to decrease as temperature goes up. Major failure mechanisms can be classfied such as fiber matrix debonding, fiber pull-out and/or delamination and matrix deformation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.647-652
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• 1999

The purpose of this study is to find the bond properties of deformed bars in hign-strength concrete by experimental and analytical method. In this study the following variables were adopted, i.e. (1) the compressive strength of concrete : 270, 400 and 600kg/$\textrm{cm}^2$ (2) the corrosion the bars : corroded and normal bars (3) the mixing ratio of natural and smashed fine aggregate : 7 : 3 and 5 : 5 (natural sand : smashed sand) For analytical method, the finite element analysis is performed. And the Pull-out test is performed as the experimental method.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.132-135
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• 2003

Mechanical anchorage can substitute a standard hook. To enhance the workability and economical benefit of mechanical anchorage, the size of anchor plate should be optimized. In this paper, the pull-out behaviors such as strength, failure mode, and crack patterns of mechanically anchored reinforcement in concrete are investigated using nonlinear finite element analysis. The nonlinear finite element analysis results are consistent with the experimental results. These results show that the optimal anchor plates can be designed using the nonlinear finite element analysis.

• 한국구조물진단유지관리공학회 논문집
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• 제25권5호
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• pp.149-156
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• 2021

FRP 보강근은 철근-콘크리트 부재의 부식 문제를 해결하기 위해 제안되어왔으나, FRP는 높은 인장강도, 낮은 연성 및 선형 탄성 거동으로 인해 하중이 전달될 때 콘크리트와 보강재 사이의 부착 메커니즘이 다르다. 그러므로, FRP-Rebar와 콘크리트 사이의 부착 거동은 주의 깊게 검토해야 한다. 이를 위해 직접 인발 실험이 간단하게 부착 거동을 평가할 수 있으므로 사용됐으나, 직접인발의 실험 결과는 실제 FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동과 다르다. 그러므로 실제 휨-부착 거동을 평가할 방안이 필요하다. 본 연구에서는 FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동에 대한 평가방법을 검토하고 비교하였다. 그 결과, 겹침이음이 있는 부재의 실험 방법이 실제 휨-부착 특성을 잘 반영할 수 있으나 다른 실험방법보다 시험체의 단면 및 지간이 커야 하고 시험체의 설계 및 해석이 복잡하다. 한편, 아치가 있는 부재 실험은 모멘트 팔길이의 변화를 무시하는 평형 방정식을 기반으로 한 힌지가 있는 부재 실험과 달리 콘크리트의 영향을 반영할 수 있으나, 휨-부착에 의한 파괴 이전에 전단파괴의 우려가 있다.

• 한국지반공학회지:지반
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• 제5권3호
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• pp.51-62
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• 1989

보강토옹벽의 원심모형분험의 예비실험으로서 모래와 보강재 사이의 마찰거동의 특성을 조사.연 구하기 위하려 마찰실험을 행하였다. 보강재의 종류 및 길이를 변화시킴으로써 그들이 모래와 보강재 사이의 마찰계수에 미치는 영향을 조사하였다. 한편 다른 두가지 실험방법(직원전단시험과 인발시험)을 택하여 어떤 방법이 실제 현장에서의 보강재의 거동을 잘 나타내는지를 비교.검토하였다.

• 한국세라믹학회지
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• 제28권10호
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• pp.785-792
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• 1991

An investigation of the crack propagation behavior of Al2O3-33Vol.% SiCw at 140$0^{\circ}C$ was conducted with various loading frequencies. Higher crack propagation was observed in lower frequency and higher load ratios. Interface sliding fracture due to glassy phase from the oxidation of SiCw and cavitation along grain boundary of diffusional creep appeared to be the main mechanism of fatigue fracture in slower crack propagation while interface sliding and whisker pull out aided by glassy phase formation played main role of fatigue fracture for higher crack growth condition. The frequency effect on deformation behavior was discussed with a Maxwell model.