• 한국공작기계학회논문집
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• 제15권4호
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• pp.98-104
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• 2006

In this paper, for the purpose of investigation the acoustic emission(AE) behaviors during resistance spot welding process and tension test of spec steels. As the results present the resistance spot welding method that can get suitable welding qualities or structural integrity estimating method. The resistance spot welding process consists of several stages: set-down of the electrodes; squeeze; current flow; forging; hold time; and lift-off. Various types of AE signals are produced during each of these stages. For tensile-shear test and cross tensile test in resistance spot welded specimens, fracture pa 야 ems are produced: tear fracture; shear fracture; and plug fracture. Tensile-shear specimens strength appeared higher than cross tensile specimens one. In case of tensile-shear specimen happened tear fracture that crack happens in most lower plate. Also, in case of cross tensile specimens, upper plate and lower plate are detached perfect fracture was exposed increases a little as acting force is lower than ordinary welding condition. Therefore, the structure which is combined by resistance spot welding confirmed that welding design must attain so that shear stress may can interact mainly.

• 한국공간구조학회논문집
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• 제21권2호
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• pp.49-56
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• 2021

The damage to non-structural elements in buildings has been increasing due to earthquakes. In Korea, post-installed anchors produced overseas have been mainly used for seismic anchorage of non-structural components to structures. Recently, a new cast-in-place concrete insert anchor installed in concrete without drilling has been developed in Korea. In this paper, an experimental study was conducted to evaluate the tensile and shear strengths of the newly developed anchor under monotonic load. The failure modes of the tension specimens were divided into concrete breakout failure and steel failure, and all shear specimens showed steel failure. In both tension and shear, the maximum loads of specimens were greater than the nominal strengths predicted by the concrete design code (KDS 14 20 54). As a result, it is expected that the current code can also be used to calculate the strength of the developed cast-in anchor.

• 한국지반공학회논문집
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• 제31권3호
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• pp.17-25
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• 2015

본 연구에서는 볼트체결을 이용한 쉴드터널 세그먼트의 체결방식의 문제점을 보완하기 위해 새로운 세그먼트 체결기술을 개발하였다. 개발된 체결방식과 볼트체결방식에 대하여 구조검토와 수치해석 기법을 통해 세그먼트에 발생하는 역학적 거동을 평가하였다. 아일랜드타입 전단키는 기존 세그먼트 체결방식의 고인장력 볼트보다 높은 전단강도를 확보하였으며, 강연선에 의한 인장강도의 증대로 세그먼트 전체의 안정성 증가를 기대할 수 있을 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제82권6호
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• pp.757-770
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• 2022

For the design of flexural and shear crack control for reinforced concrete (RC) beams related to serviceability and reparability ensuring, eight simply-supported normal-strength reinforced concrete (NSRC) beam specimens are tested and the existing high-strength reinforced concrete (HSRC) experimental data are included in the investigation of this work. According to the investigation results of flexural and shear cracks, this works modifies the existing design formulas to determine the spacing of the tensile reinforcement for the flexural crack control of a HSRC/NSRC beam design. Additionally, for a specified shear crack width of 0.4 mm, the allowable stresses of the shear reinforcement are also identified. For the serviceability and reparability ensuring of HSRC/NSRC beams, this works proposes the relationship curves between the maximum flexural width and allowable stress of the tensile reinforcement, and the relationship curves between the shear crack width and allowable shear force that can be used to do the crack width control directly.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2005년도 춘계학술발표대회 개요집
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• pp.262-264
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• 2005

This paper is concerned with a fracture strength study of composite adhesive lap joints. The tests were carried out on specimen joints manufactured hybrid stacked joints such as the polyester and bamboo natural fiber layer. The main objective of the work was to test the fracture strength using hybrid fiber composites with a polyester and bamboo natural fiber layer adjacent to the spew fillet of adhesive bonded joints and hybrid stacked joints. The results are presented using tensile-shear strength graph and finite element analysis. The failure mechanisms are discussed in order to explain that spew fillet at the end of the overlap reduces greatly the adhesive shear and effects the tensile-shear strength in hybrid stacked joints.

• 콘크리트학회논문집
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• 제18권5호
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• pp.621-630
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• 2006

산업부산물을 활용한 고강도 경량 콘크리트 보의 역학적 거동 구명과 함께 경량 콘크리트 보의 이론식을 바탕으로 합리적인 전단강도식을 제안하였다. 보는 경량 골재를 사용한 고강도 경량 콘크리트 보(L) 8개와 일반 골재를 사용한 고강도콘크리트 보(H) 4개의 실험체를 제작하였다. 그리고 전단스팬비(a/b=1.5, 2.5, 3.5, 4.5), 인장철근비(${\rho}$=0.57, 1.0, 1.59, 2.3%), 콘크리트의 압축강도(35.4, 65.3MPa)를 주요 변수로 설정하여 실험하였다. 이로부터 보에 대한 하중-처짐관계 및 변형률 분포, 파괴성상, 최대내력 등에 대하여 측정하였다. 또한 보의 전단강도식의 제안을 위하여 사인장 균열 강도와 극한전단강도로 세분화하여 기존 제안식과 규준식에 적용시켜 상호 비교 분석을 하였다. $V_{cr}$에 있어서는 a/b=2.5 이상에서는 ACI 규준식과 Zsutty제안식에서 감소하는 결과였지만, Mathey의 제안식에서는 약간의 상승 경향을 보였다. 또한, ${\rho},\;f_c$의 증가에 따라 $V_{cr,\exp}/V_{cr,cal}$은 과대평가의 경향이 나타났다. 한편, $V_{u, \exp}/V_{u,cal}$에서는 통계적인 방법으로 유도된 Zsutty의 제안식이 실험결과와의 일치성에서 좋은 결과를 보였다. 이 식으로부터 유도 수정된 전단강도에 대한 제안식은 $V_{cr},\;V_u$에서 합리적으로 예측할 수 있음을 알 수 있었다. 따라서 본 연구에서 제안된 전단강도 식은 경량 콘크리트의 전단스팬비, 인장철근비, 콘크리트 압축강도의 변화에 따른 전단내력을 합리적으로 평가하는데 유용하게 활용될 수 있을 것으로 사료된다.

• 한국해양공학회지
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• 제11권4호
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• pp.31-39
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• 1997

This research is to evaluate the effect of sunshine treatment on the strength in the Al 6061/AFRP hybrid composite(APAL). APAL specimens were processed by autoclave curing system under the constant condition of curing temperature, time and aluminum surface pertreatment. Aramid patched aluminum alloy can be widely used for the repair of the damage part of the aircraft. The tensile strength of the sunshine treated APAL 2P and 6P composite is 14%, 22% smaller than that of the non-treated material. The interlaminar shear strength of the APAL specimens for the adhesive length of 5mm is 24% higher than that of the APAL for the adhesive length of 10mm. In the case of APAL DS 1P material, interlaminar shear strength of the specimen which was sunshine treated for 200 hours is 21% smaller than that of the non-treated material while interlaminar shear strength of the specimen which was immersed in a 70.deg. C fresh water for 1200 hours decreases by 75.7%.

• 한국산학기술학회논문지
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• 제17권3호
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• pp.457-463
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• 2016

신규 개발된 초연성 듀플렉스 스테인레스강은 강도와 연성이 우수하기 때문에 철도차량 차체에 적용하여 경량화와 가공 효율화에 기여할 수 있다. 본 연구에서는 듀플렉스 스테인레스강의 장점을 인터모달 트램 차체에 활용하기 위해 점용접성 시험을 수행하였다. 다양한 두께 (0.4mm에서 5.0mm까지)의 시편을 가공하고 점용접 시험을 통해 적정 용접조건을 찾아내었다. 인장하중 시험을 통해 점용접 이음의 인장-전단 강도를 평가하였고, 품질을 확인하기 위해 너깃 지름을 측정하였다. 인장-전단 하중 시험 결과의 분석을 통해, 이음부의 인장-전단 강도는 입열 파라미터에 비례함을 알 수 있었다. 인장-전단 강도와 너깃 지름는 모두 규격에서 요구하는 기준을 만족함도 입증되었다. 전체적인 용접성 시험 결과, 듀플렉스 스테인레스강 소재는 인터모달 트램 차체에 효과적으로 활용될 수 있음을 확인하였다.

• 한국안전학회지
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• 제29권4호
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• pp.9-14
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• 2014

Self-piercing riveting(SPR) is a mechanical fastening technique which is put pressure on the rivet for joining the sheets. Unlike a spot welding, SPR joining does not make the harmful gas and $CO_2$ and needs less energy consumption. In this study, static and fatigue tests were conducted using tensile-shear specimens with Al-5052 plates for evaluation of fatigue strength of the SPR joints. During SPR joining process for the specimen, using the current sheet thickness and a rivet, the optimal applied punching force was found to be 21 kN. And, the maximum static strength of the specimen produced at the optimal punching force was 3430 N. During the fatigue tests for the specimens, interface failure mode occurred on the top substrate close to the rivet head in the most high-loading range region, but on the bottom substrate close to the rivet tail in the low -loading range region. There was a relationship between applied load amplitude $P_{amp}$ and lifetime of cycle N for the tensile-shear, $P_{amp}=3395.5{\times}N^{-0.078}$. Using the stress-strain curve of the Al-5052 from tensile test, the simulations for fatigue specimens have been carried out using the implicit finite element code ABAQUS. The relation between von-Mises equivalent stress amplitude and number of cycles was found to be ${\sigma}_{eq}=514.7{\times}N^{-0.033}$.

• Steel and Composite Structures
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• 제18권2호
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• pp.345-355
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• 2015

In this study, the effects of weld parameters on nugget size and tensile-shear strength of welding joint in electrical resistance spot welding of galvanized DP 600 steel sheets having 1.2 mm were investigated. Taguchi design method has been employed to examine the effects of five parameters of welding current, electrode pressure, welding time, clamping time and holding time by using the $L_{27}(5^3)$ orthogonal array. Results showed that the most effective parameters on tensile shear strength and the nugget size ratio (hn/dn) were found as welding current and welding time, whereas electrode pressure, clamping time and holding time were less effective factors. Max. 545 MPa strength was obtained through proposed optimum conditions by Taguchi technique.