• Journal of Welding and Joining
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• v.14 no.3
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• pp.20-28
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• 1996

고밀도 에너지를 열원으로 이용하는 고출력 레이저로는 CO$_{2}$레이저와 Nd;YAG 레이저가 있다. 레이저는 열가공임에도 불구하고 빔의 스폿경을 작게하여 높은 에너지 밀도($10^{6}$ W/cm$_{2}$ 이상)을 얻을 수 있으므로 열영향이 작고 작은 변형범위내에서 용접을 할 수 있고 입력 에너지의 제어성이 좋아서 미세한 용접이 가능하게 하고, 빔폭 대비 용입깊이가 커서 깊은 용접 비드가 형성되며, 자동화가 용이하다는 장점이 있다. 특히 Nd;YAG 레이저의 경우는 광 섬유를 이용하므로서 에너 지의 시간 분할 및 에너지 분할을 할 수 있는 등 분기 및 배치가 용이하며 펄스의 활 용을 극대화 할 수 있는 장점이 있다. 그러나, 결점으로도 맞대기 용접의 경우 갭의 여유가 판두께, 초점위치, 빔모드에 따라 변화하는데 이는 빔 스폿이 작음에 따른 장점이 단점으로 작용하는 경우이다. 레이저 용접부의 비드 폭이 좁기 때문에 인장 강도가 모재의 인장강도보다 밑도는 것도 겹쳐서 용접된 이음 부분의 인장강도에 있 어서 단점이 되고 있다.

• Proceedings of the KWS Conference
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• 2004.05a
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• pp.261-263
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• 2004

상용차의 다양한 모델의 변화에 따른 여러 가지 용접부의 이음형태를 가지는 차체부품이 요구됨에 따라 생산성 향상을 위해 용접재의 두께별, 형태별 용접조건의 최적화가 시급히 요구된다$^{1.2)}$ . (중략)

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.5
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• pp.570-576
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• 2018

In reinforced concrete structures, the joints of ordinary rebars are usually lap joints, which are bound by binding wires with rebars, and mechanical joints by couplers. In domestic design standards (concrete design code), welded lap joints are restricted for ordinary rebars, but overseas standards allow welded lap joints of ordinary rebars through pre-heating. This study investigated the domestic and international standards/criteria and evaluated the fracture strength by performing the tensile test on the lap welded joint of SD400 grade rebars, which is used the most in the construction sites. The weld length of the specimen for weld lap joints is based on the minimum weld length (8d) given in the KS standard (KS B ISO 17660-1). According to AWS D1.4, the preheating temperature was set to $150^{\circ}C$ for D19 and below, and $260^{\circ}C$ for D22 and above. In the test results, the tensile strength of rebars with welded lap joints exceeded the required strength (125% of the yield strength) according to the concrete design code. To analyze the effect of preheating, the tensile strength of the welded rebars after preheating was not significantly different from that of the welded rebars without preheating. The carbon equivalent content (Ceq) of the rebars used in the test was 0.45% or less. Under AWS D1.4, no preheating is required if the carbon equivalent is less than 0.45%. All specimens with a welded lap length of 8d failed by a bar fracture. The effect of preheating was confirmed to be insignificant due to the low carbon equivalent of the rebar.

• Journal of the Society of Naval Architects of Korea
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• v.51 no.1
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• pp.26-33
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• 2014

In this study, Non-load-carrying EH Grade steels in fillet welded joints were evaluated with both the hot spot stress method and the 1mm stress method. The thickness effect criterion for fatigue strength evaluation of welded of welded steel structures recommendations of the IIW was used to evaluate the fatigue strength of EH40 and EH36 and Both EH40 and EH36 have been compared with FAT 125 curve recommended in the IIW. Furthermore, fatigue strength of the welded tow and the ground conditions for Non-load-carrying EH36 based on the 1mm stress method has been discussed.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1999.06a
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• pp.175-180
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• 1999

대부분의 강구조물에서 주부재를 연결하는 경우 강재중량의 감소를 도모하거나 구조물의 미관을 고려해서 맞대기 용접이음방법을 주로 적용하고 있다. 일반적으로 횡방향 맞대기 용접부에서 발생할 수 있는 용접결함의 예로써는 그림1∼그림 3에서 알 수 있는 바와 같이 용입부족, 용융불량 등과 같은 평면적 결함과 공동, 슬래그혼입 등과 같은 입체적 결함을 거론할 수 있다. (중략)

• Journal of the Korean Society for Nondestructive Testing
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• v.15 no.4
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• pp.511-519
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• 1996

The purposes of this study are 1) to develop optimum FRW technique of SNCM220, SCM435, SACM645 and SCM415 bar-to-bar similar friction welding, 2) to develop in-process real-time weld quality nondestructive evaluation technique by acoustic emission method, and 3) to certify of weld quality by inspection of tensile fracture surface on friction welded joints.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.624-627
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• 2010

최근 자동차 업계서는 차량의 온실가스 배출량을 줄이고 연비를 개선시킬 수 있는 방법 중의 하나로 경량화 소재를 사용하여 차체의 중량을 줄이는 연구가 활발히 진행 중에 있다. 특히 알루미늄 합금의 경우 기존 강재에 비해 비중이 낮아 가볍고 부식에 대한 저항성이 높아 많이 사용되어지고 있는 추세이다. 본 연구에서는 먼저, 저입열 용접공정을 적용하여 용접 변수와 토치의 각도에 따른 인장강도 특성을 비교하여 적정 용접 범위를 산정하였으며, 인장강도와 비드형상의 관계를 다중 회귀 분석을 이용하여 비드 예측 회귀 모델을 제시하였다. 또한 호감도 함수를 적용한 반응표면분석법을 이용하여 자동차 생산 현장에서 겹치기 용접 이음부의 강건한 용접 품질을 가질 수 있는 최적용접 공정 조건을 도출할 수 있는 효과적인 방법을 제안하고자 한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.3
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• pp.457-463
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• 2016

The newly developed super ductile duplex stainless steel (SDSS) has good strength and ductility, and it can be used to reduce weight and improve the fabrication efficiency of a carbody of a rolling stock. In this study, spot weldability tests were conducted to take advantage of SDDSS in a carbody for an intermodal tram. Specimens of various thickness (0.4 to 5.0 mm) were prepared to find the proper welding conditions, and tensile load tests were conducted to evaluate the tensile-shear strength of spot welded joints. Then, nugget diameters were measured to verify the quality. The tensile-shear strength was found to be proportional to the heat parameter. It was verified that the tensile-shear strengths and nugget sizes of the joints satisfy the standard requirements. The overall weldability tests confirmed that SDDSS can be used effectively for the carbody of an intermodal tram.

• Journal of Korean Society of Steel Construction
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• v.11 no.3 s.40
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• pp.319-327
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• 1999

This study makes mechanism of the fatigue strength improvement by the processing of weld toe clear for the vertical cross rib specimens which was made fillet weld joint, also it proposes to the appropriate later processing. As a result of tension fatigue test, the fatigue strength improvement could have been seen in later processed specimens than as-weld specimens. Especially fatigue crack initial life $N_c$ increased in specimens which processed grinder after hammer-peening. Also, fatigue crack propagation life $N_p$ improved more in hammer-peening specimens than as-weld or TIG specimens. It thinks that $N_c$ is because of the geometrical shape of weld toe, i.e. the relaxation of the stress concentration and also that $N_p$ is because the big compression residual stress which was introduced in the surface by hammer-peening is restraining the propagation of fatigue crack.

• Journal of the Society of Naval Architects of Korea
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• v.33 no.3
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• pp.1-7
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• 1996

The stress concentration factor gives the significant effect the fatigue strength of welded joints. The model used herein is the type of the load carrying fillet welded cruciform joint with full or partial penetration. In order to obtain the stress concentration factor at the weld toe of fillet joint, the reasonable element size of the toe part is investigated and the stress analysis for the series models by FEM under tensile load is performed. On the basis of the calculation results, the estimated formulae for the stress concentration factor(Kt) at weld toe part of the fillet welded joint, which the effect of toe radius, flank angle and other parameters are taken into account, is derived.