• 한국해양공학회지
• /
• 제12권3호통권29호
• /
• pp.31-41
• /
• 1998

Single fiber fragmentation technique was used to evaluate the change of interfacial properties by degradation of fiber tensile strength in the fiber reinforced composites. The influences of fiber tensile strength on the interfacial properties have been evaluated by the fragmentation specimens(weak fiber samples) of glass fiber/epoxy resin that was made using the pre-degraded glass fiber in distilled water at $80^{circ}C$ for specified periods. The effects of the immersion time on the interfacial properties in the distilled water at $80^{circ}C$ also have been evaluated by the fragmentation specimens(original fiber samples) of glass fiber/epoxy resin that was made using the received glass fiber. As the result, the tensile strength of glass fiber was decreased with the increasing of the treatment time in the distilled water at $80^{circ}C$ and the interfacial shear strength was independent of the change of the glass fiber strength in the single fiber fragmentation test. But in the durability test using the single fiber fragmentation specimen, interfacial shear strength decreased with the increasing of the immersion time in distilled water ar $80^{circ}C$. And it turned out that the evaluating of interfacial shear strength using original fiber tensile strength was valuable in the durability test for the water environment by the single fiber fragmentation technique.

• Steel and Composite Structures
• /
• 제44권3호
• /
• pp.339-351
• /
• 2022

A mortar-filled rectangular hollow structural section (RHS) can increase a structural section property as well as a compressive buckling capacity of a RHS member. In this study, the tensile performance of newly developed mortar-filled RHS members was experimentally evaluated with various connection details. The major test parameters were the type of end connections, the thickness of cap plates and shear plates, the use of stud bolts, and penetrating bars. The test results showed that the welded T-end connection experienced a brittle weld fracture at the welded connection, whereas the tensile performance of the T-end connection was improved by additional stud bolts inserted into the mortar within the RHS tube. For the end connection using shear plates and penetrating stud bolts, ductile behavior of the RHS tube was achieved after yielding. The penetrating bars increased load carrying capacity of the RHS. Based on the analysis of the load transfer mechanism, the current design code and test results were compared to evaluate the tensile capacity of the RHS tube according to the connection details. Design considerations for the connections of the mortar-filled RHS tubes were also recommended.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
• /
• pp.403-406
• /
• 2005

This paper deals with the propriety of the shear test data with stirrup reported in ACI and ASCE structural journal and the shear resistance characteristics affected by compressive strength of concrere($f_{ck}$), shear span-to-depth ratio (a/d), tensile reinforcement ratio($\rho$), and shear reinforcement ratio($rho_{v}$). The analysis was accomplished by the 242 shear test data. The test data include the flexural failure data around 40$\%$.

• 콘크리트학회논문집
• /
• 제29권1호
• /
• pp.53-64
• /
• 2017

강섬유 보강 초고성능 콘크리트(UHPFRC)는 높은 압축강도 뿐 아니라 강섬유 보강에 의한 뛰어난 응력분산효과로 인해 높은 인장강도를 가지며, 미세균열의 확장을 통해 균열 후에도 경화거동을 하여 구조부재가 안정적으로 외력에 저항하도록 한다. 본 연구에서는 UHPFRC 재료 인장강도를 정의함에 있어 노치가 있는 휨실험과 직접인장실험을 비교하여 실험법 및 결과 분석의 장단점을 알아보았다. I-형 보의 전단부재실험은 복부의 면내전단거동을 알아보기 위하여 전단 경간비, 유효높이, 재료인장강도를 변수로 계획하였다. 실험결과를 통해 전단보강근이 없는 UHPFRC I형 보의 균열발생 이후 전단거동의 응력 재분배효과를 정량적으로 판단하고, 균열 후 거동을 기존 전단 강도식이 잘 반영하고 있는지 검토하였다. 전단철근 보강이 없는 UHPFRC 전단부재의 경우 파괴모드는 사인장 파괴로 동일하였고, 이러한 파괴모드를 가지는 부재는 전단 경간비와 유효높이에 크게 영향을 받게 되어 부재 설계 시 이러한 변수에 대한 고려가 필요한 것으로 나타났다.

• Journal of Welding and Joining
• /
• 제32권3호
• /
• pp.81-88
• /
• 2014

As the industrial technology has been developed, a dissimilar welding has been received huge attention in various engineering fields. To understand the mechanical properties and possibility of applications of dissimilar metals joining, the laser welding of Cu and Ni dissimilar metals was studied in this paper. Cu and Ni have differences in materials properties, and Cu and Ni make no intermetallic compounds according to typical binary phase of Cu and Ni system. In this study, lap welds of Cu and Ni dissimilar metals using single-mode fiber laser with high welding speed were tried, and mechanical properties of the welds zone were evaluated using a Vickers hardness test and a tensile shear test. To recognize the relation between hardness and tensile shear load, weld fusion zone of interface weld area were observed. And it was confirmed that the ultra-high welding speed could make good weld beads and higher hardness parts had higher tensile shear load under the all conditions.

• 대한치과교정학회지
• /
• 제20권2호
• /
• pp.283-291
• /
• 1990

The purpose of this study was to measure and compare tensile and shear strength for 4 types of new direct-bonding brackets and same brackets after recycling and to evaluate the change of bracket slot width after recycling. Four types of new direct-bond brackets were bonded to recently extracted human premolar teeth and the tensile and shear strength was measured by Universal Testing Machine. The brackets were recycled by chemical process and the tensile and shear test was repeated. To evaluate the change of the bracket slot width, slot width was measured by the Topcon Universal Measuring Microscope before and after recycling. Following results were obtained: 1. There was no satistically significant difference between the tensile and shear strength of recycled brackets and those of new brackets. 2. In both new and recycled brackets, the tensile and shear strength of perforated base bracket was lower than those of photoetched, foilmesh and contou-lok mesh base brackets. (P<0.01) 3. There was no statistically significant difference in bonding strengths of control group bonded only once and two times. 4. There was no statistically significant difference in the change of the bracket slow width after recycling process. 5. Of the failure, the combination type (58%) in the tensile strength and the tooth adhesive interface (65%) in the shear strength was the most common type.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2021년도 봄 학술논문 발표대회
• /
• pp.181-182
• /
• 2021

Selecting a proper tile cement for ceramic tile is important to secure tile construction quality. But there is some ambiguity in standards about evaluating adhesion test such as using KS L 1593 in Lab test but using KS L 1592 in site. So, this study aims to how to select proper tile cement for securing adhesion strength in site considering both tensile and shear adhesion strength of cement for ceramic tile. Also, when doing tensile adhesion test in site, there may be adhesion drop because of cutting tile with grinder. As a result, drop of adhesion strength is about 9% ans quality manager consider these factor and should select proper tile cement.

• 한국지반공학회논문집
• /
• 제19권6호
• /
• pp.285-298
• /
• 2003

본 연구에서는 경사판 시험기를 이용하여 매립지에 흔히 나타나는 토목섬유/토목섬유, 토목섬유/모래의 접촉 마찰특성을 평가하였다. 경사판 시험기는 연직응력이 낮은 상태에서의 전단 거동을 정확히 모사하는 시험기로 널리 알려져 있으며, 본 연구에서는 이 시험기를 이용하여 각 접촉면의 마찰각을 평가하는 동시에, 각 토목섬유에 유발되는 인장력도 측정하였다. 실험 결과, 연직응력의 크기, 토목섬유의 종류, 토목섬유의 흙의 구성에 따라 접촉면의 마찰각과 토목섬유에 유발되는 인장력이 각각 다르게 측정됨을 확인하였다. 한편, 본 연구에서는 모래/지오텍스타일/지오멤브레인, 즉 두개의 접촉면을 동시에 모사하는 실험을 실시하여, 지오멤브레인 상부에 위치하는 지오텍스타일로 인해 지오멤브레인에 유발되는 인장력이 감소함을 관찰하였다. 본 연구 결과는 동일한 접촉면을 대상으로 실시된 직접전단 시험 결과와 비교하였으며, 마지막으로 상자의 변위가 발생하기 시작하는 시점, 즉 각 접촉면의 한계 경사에서 토목섬유에 유발되는 인장력을 기존에 제안된 해석해와 비교하여, 해석해의 정확도와 설계시 적용 가능성에 대하여 고찰하였다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
• /
• pp.97-98
• /
• 2009

본 연구에서는 비균열 콘크리트에 설치되는 후설치 앵커의 인장 및 전단 시험 방법을 제안하였으며 검증실험을 수행함으로써 앵커의 설계강도를 결정하기 위한 시험방법을 정립하였다.

• Steel and Composite Structures
• /
• 제42권3호
• /
• pp.407-426
• /
• 2022

Superior to traditional welded studs, high strength friction-grip bolted shear connectors facilitate the assembling and demounting of the composite members, which maximizes the potential for efficiency in the construction and retrofitting of new and old structures respectively. Hence, it is necessary to investigate the structural properties of high strength friction-grip bolts used in steel concrete composite beams. By means of push-out tests, an experimental study was conducted on post-installed high strength friction-grip bolts, considering the effects of different bolt size, concrete strength, bolt tensile strength and bolt pretension. The test results showed that bolt shear fracture was the dominant failure mode of all specimens. Based on the load-slip curves, uplifting curves and bolt tensile force curves between the precast concrete slab and steel beam obtained by push-out tests, the anti-slip performance of steel-concrete interface and shear behavior of bolt shank were studied, including the quantitative analysis of anti-slip load, and anti-slip stiffness, frictional coefficient, shear stiffness of bolt shank and ultimate shear capacity. Meanwhile, the interfacial anti-slip stiffness and shear stiffness of bolt shank were defined reasonably. In addition, a total of 56 push-out finite element models verified by the experimental results were also developed, and used to conduct parametric analyses for investigating the shear behavior of high-strength bolted shear connectors in steel-concrete composite beams. Finally, on ground of the test results and finite element simulation analysis, a new design formula for predicting shear capacity was proposed by nonlinear fitting, considering the bolt diameter, concrete strength and bolt tensile strength. Comparison of the calculated value from proposed formula and test results given in the relevant references indicated that the proposed formulas can give a reasonable prediction.