• Computers and Concrete
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• 제3권6호
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• pp.389-400
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• 2006

This paper presents the investigations towards developing a better understanding on the contribution of steel fibers on the tensile strength of high-performance fiber reinforced concrete (HPFRC). An extensive experimentation was carried out with w/cm ratios ranging from 0.25 to 0.40 and fiber content ranging from zero to 1.5 percent with an aspect ratio of 80. For 32 concrete mixes, flexural and splitting tensile strengths were determined at 28 days. The influence of fiber content in terms of fiber reinforcing index on the flexural and splitting tensile strengths of HPFRC is presented. Based on the test results, mathematical models were developed using statistical methods to predict 28-day flexural and splitting tensile strengths of HPFRC for a wide range of w/cm ratios. The expressions, being developed with strength ratios and not with absolute values of strengths and are applicable to wide range of w/cm ratio and different sizes/shapes of specimens. Relationship between flexural and splitting tensile strengths has been developed using regression analysis and absolute variation of strength values obtained was within 3.85 percent. To examine the validity of the proposed model, the experimental results of previous researchers were compared with the values predicted by the model.

• 한국안전학회지
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• 제27권6호
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• pp.7-13
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• 2012

A lack of study on the dynamic tensile strengths of Sn-based solder joints at high strain rates was the motivation for the present study. A modified miniature Charpy impact testing machine instrumented with an impact sensor was built to quantitatively evaluate the dynamic impact strength of a solder joint under tensile impact loading. This study evaluated the tensile strength of lead-free solder ball joints at strain rates from $1.8{\times}10^3s^{-1}$ and $8.5{\times}10^3s^{-1}$. The maximum tensile strength of the solder ball joint decreases as the load speed increases in the testing range. This tensile strength represented that of the interface because of the interfacial fracture site. The tensile strengths of solder joints between Sn-3.0Ag-0.5Cu and copper substrate were between 21.7 MPa and 8.6 MPa in the high strain range.

• 한국작물학회지
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• 제27권1호
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• pp.1-10
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• 1982

주요 수도품종들의 탈립성 정도와 곡립의 인장강도와 탈립성 및 수확작업시 포장손실과의 관계를 밝히므로서 탈립성에 관한 품종개량 및 포장손실의 최소화에 도움을 주고자 본 연구를 수행하였다. 11개 품종을 공시 공시했으며 출수 후 35일부터 63일까지의 기간에 1주일 간격으로 품종 및 수확기 별로 임의 추출한 10이삭 200립씩에 대한 곡립의 인장강도, 탈립정도 및 수분함량을 측정했으며, 탈립정도는 이삭을 수확직후 1.5m 지상에서 콘크리트바닥에 낙하시켰을 때 탈립되는 곡립수의 전곡립수에 대한 비율이었다. 또한 포장손실과 곡립의 인장강도와의 관계는 농가포장에서 2품종을 선정하여 출수 후 40일부터 1주일 간격으로 3-4회 binder harvester를 실제 사용하여 포장에 탈립된 량을 측정하고 이를 같은 재료에 대해 측정한 곡립의 인장강도와 관계를 지었으며 3반복하였다. 그 주요결과는 다음과 같이 요약된다. 1. 공시품종들의 평균 곡립인장강도는 90g(밀양 2003) 정도부터 250g(진흥) 정도까지의 범위에서 품종 및 수확기에 따라 차이가 있었으며, 그 표준편차는 30-60g 정도이었는데 곡립의 평균 인장강도가 큰 품종일수록 편차가 컸다. 2. 낙하검정에 의한 곡립의 탈립정도는 밀양2003 20-30%, 수원 29004 3-16%, 한강찰 13-15%, 이리 348호 1-21%, 금강 및 태백 1% 정도로서 수확기에 따라 다소간 차이를 보였다. 3. 낙하검정에서 탈립하기 시작하는 평균 인장강도는 180g이었고, 공시이삭들의 곡립들 중 인장강도가 98g 이상인 것들은 탈립하지 않았으며 인장강도가 10g 저하하면 탈립율은 3-5% 증가했다. 4. 낙동벼와 이리 348호는 수확기가 늦어지면 곡립의 인장강도가 작아지었지만 그밖의 품종들에서는 반대로 인장강도가 다소간 커지거나 별로 변화하지 않았으며, 탈립율도 이리 348호를 제외하면 수확기의 영향을 크게 받지 않았고, 곡립의 인장강도는 수분함량과 대체로 역상관관계를 보였다. 5. 곡립의 평균 인장강도와 binder 수확시의 포장손실량과는 부의 상관이 있었으며, binder 수확시 포장손실이 일어나지 않게 되는 한계 평균인장강도는 174g이었으며 그 이하에서 평균인장강도가 10g 저하되면 포장손실은 ha당 40kg 정도 증가하였다. 6. 현재 품종들의 탈립성 분류기준으로 사용되고 있는 평균인장강도는 그 분산이 변이가 크고, 환경의 영향을 많이 받으며 이삭의 곡립들 중 수확작업시 실제로 탈립이 잘 되는 곡립은 인장강도가 98g이하이었으므로 품종의 탈립성 판정 및 포장손실의 추정을 위해서는 표본중 인장강도가 100g 이하인 곡립들의 전곡립수에 대한 비율을 기준으로 할 것을 제의한다.

• 한국기계가공학회지
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• 제12권2호
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• pp.62-67
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• 2013

The influence of internal stress and joint strength(shear, tensile) according to the deposition conditions was investigated by the Polyimide substrate and ZnO thin film. Deposition thickness and temperature affect the internal stress and the internal stress was minimum at the 60nm and $200^{\circ}C$ of the deposition conditions. Tensile strength is large at the deposition condition that shear strength is large and the shear strength was about 50% of the tensile strength. The shear strength and tensile strength were large at deposition condition that internal stress was small. Crack occurred near the joint interface of Polyimide substrate and progressed along the interface until the final fracture.

• 한국생산제조학회지
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• 제6권4호
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• pp.96-100
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• 1997

Tensile properties of carbon fiber reinforce composite laminates with non-woven carbon mat are evaluated in this paper. Composite laminates are made by inserting non-wovon carbon mat between layers, The specimens were cut and polished according to ASTM standard . Longitudinal and Transverse Young's modulus are obtained by tensile test. Young's moduli without non-woven carbon mat are compared with those with non-woven carbon mat. Longitudinal and Transverse tensile strength are also investigated. Experimental results show that the transverse Young's modulus of composite materials with non-woven carbon mat is about 10% higher than that of composite materials without non-woven carbon mat. Longitudinal tensile strength of composite materials with non-woven carbon mat is about 24% higher than that of composite materials without non-woven carbon mat. Transverse tensile strength and torughness also increase by inserting non-woven carbon mat between layers.

• Computers and Concrete
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• 제26권3호
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• pp.275-283
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• 2020

Reinforced concrete (RC) does not provide sufficient resistance against impacts and blast loads, and the brittle structure of RC fails to protect against fractures due to the lack of shock absorption. Investigations on improving its resistance against explosion and impact have been actively conducted on high-performance fiber-reinforced cementitious composites (HPFRCCs), such as fiber-reinforced concrete and ultra-high-performance concrete. For these HPFRCCs, however, tensile strength and toughness are still significantly lower compared to compressive strength due to their limited fiber volume fraction. Therefore, in this study, the tensile behavior of slurry-infiltrated fiber-reinforced cementitious composites (SIFRCCs), which can accommodate a large number of steel fibers, was analyzed under static and dynamic loading to improve the shortcomings of RC and to enhance its explosion and impact resistance. The fiber volume fractions of SIFRCCs were set to 4%, 5%, and 6%, and three strain rate levels (maximum strain rate: 250 s^-1) were applied. As a result, the tensile strength exceeded 15 MPa under static load, and the dynamic tensile strength reached a maximum of 40 MPa. In addition, tensile characteristics, such as tensile strength, deformation capacity, and energy absorption capacity, were improved as the fiber volume fraction and strain rate increased.

• 한국농공학회지
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• 제29권4호
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• pp.124-131
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• 1987

The aims of this study was to determine the mechanical properties of steel-fiber reinforced concrete under direct tensile loading, and also to insestigate the mechanism fiber reinforcement in order to improve the possible applications of steel-fiber reinforced concrete. In this study the major variables of experimental investigation were fiber conntents, and the lengths and diameters of fibers. The major results obtained are summarized as follows : 1. The strength, elastic modulus and energy absorption capability of steel-fiber reinforced concrete under direct tensile loading were improved as increasing of fiber contents. 2. The direct tensile strength of steel-fiber reinforced concrete was not influenced by the lengths of fiber, but was decreased as increasing of fiber diameters. 3. The direct tensile strength of steel-fiber reinforced concrete was not influenced by the fiber aspect-ratio, but this was because the fiber contents were below the critical value of fiber content. 4. The correlation of direct tensile strength and combined parameter, Vf l/d, was not good. 5. Mutiple cracking and post-crack resistance were investigated at stress-strain curves in direct tensile test. 6. The effect of fiber reinforcement can be influenced by fiber orientation and the bond strength between fiber and matrix. 7. The improvement of mechanical properties of steel-fiber reinforced concrete under direct tensile loading can be theoretically explained by the concept of composite materials.

• 한국자동차공학회논문집
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• 제15권1호
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• pp.171-176
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• 2007

An important challenging issue in the automotive industry is the light-weight, safe design and enhancement of crash response of an auto-body structures. These objectives lead to increasing adoption of high strength steel sheet for inner and outer auto-body members. This paper evaluates the dynamic tensile characteristics of high strength steel sheets, HS45R, TRIP60, DP60 and DP100, along the rolling direction and transverse direction. Static tensile tests were carried out at the strain rate of 0.003/sec using the static tensile machine (Instron 5583). Dynamic tensile tests were carried out at the range of strain rate from 0.1/sec to 200/sec using a high speed material testing machine developed. The tensile tests acquire stress-strain relation and strain rate sensitivity of each material. The experimental results show two important aspects for high strength steels: the flow stress increases as strain rate increases; the strain hardening decreases as the tensile stress increases. The experiments also produce interesting results that the elongation does not decrease even when the strain rate increases.

• 대한기계학회논문집A
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• 제26권11호
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• pp.2374-2382
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• 2002

Aluminum alloy/aramid fiber reinforced plastic(Al/AFRP) laminates consists of high strength metal(A15052) and laminated aramid fiber with structural adhesive bond. The mixture ratio effect of epoxy resin curing agent accelerator on the tensile strength and T-peel strength characteristic in Al AFRP laminates were investigated in this study. The epoxy. diglycidylether of bisphenol A(DCEBA), It'as cured by methylene dianiline(MDA) with or without an accelerator(K-54). Eight different kinds of resin mixture ratios were selected for the test , five kinds of Al/AFRP laminates were named as Al/AFRP(1) and three others of Al/AFRP laminates were named as Al/AFRP(2). The comparison of tensile strength and T-peel strength with variation of resin mixture ratio were studied. Respectively. Al/AFRP(1) and Al/AFRP(2) indicated approximately 6.0 times and 7.0 times more improved maximum tensile strength in comparison with those of monolithic A15052. Al/AFRP(2) indicated approximately 1.5 times more impoved maximum T-peel strengths in comparison with those of Al/AFRP(1). As results. Al/AFRP(2) turned out to have more effective characteristics on the tensile strength and T-peel strength than those of Al/AFRP(1).

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2006년도 제26회 춘계학술대회논문집
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• pp.86-89
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• 2006

고온 특성이 매우 우수한 탄소섬유와 상대적으로 내열성능이 취약한 Epoxy수지로 구성된 CFRP재의 고온 환경 하에서의 인장강도 특성에 관한 실험적 및 해석적 연구가 수행되었다. 특히, CFRP재의 인장 강도특성에 결정적으로 작용하는 섬유와 Epoxy 수지와의 계면의 특성에 초점을 맞추었으며, 고온 환경하에서 점차적으로 저하되는 계면 강도의 변화가 CFRP재의 인장강도에 미치는 영향을 정량적으로 평가하였다. 이를 위해, Strand 인장 및 Short Beam 시험을 고온 환경 하에서 실시하였으며, Curtin-Takeda Model를 도입하여 이론해석을 실시하였다.