• Journal of the KSME
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• v.22 no.3
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• pp.175-183
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• 1982

고장력 강재 용접시의 문제점으로 용접균열, 용접부의 취화, 라멜라테어에 관해 그 발생기구와 대책을 기술했다. 고장력강재 용접기조물의 신뢰성과 안전성을 확보하기 위해서는 설계, 시공 단계에서 이상의 문제점에 관한 종합적인 평가와 배려가 이뤄져야 한다. 고장력 강재는 그 강 도를 높이기 위해 각종 합금원소를 첨가하거나 조직 열처리를 행하고 있기 때문에 용접상에 어 려움이 따르고 있다. 따라서 보다 사용성능이 우수한 구조물을 얻기 위해서는 강도가 높으면서도 용접성이 우수한 고장력 강재의 개발이 선행되어야 한다. 우리나라에서도 현재 60Kg/mm$^{2}$급 고장력 장재가 생산되고 있거니와 앞으로 더욱 고장도의 대입열 용접용 강재의 개발에 많은 노력을 기울여야 할 것이다.

• Journal of the KSME
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• v.27 no.2
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• pp.124-131
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• 1987

고장력 강재의 요구특성은 고강도, 고인성, 고내식성 외에 양호한 용접성 등으로 요약될 수 있다. 이러한 특성은 서로 상반된 특성으로서 고강도에 치중하다 보면 인성과 용접성이 저하하는 경향이 나타난다. 특히 고장력 강재를 이용하여 구조물 조립시는 용접공법이 이용되는데 이러한 용접시 열사이클로 인해 고장력 강재의 기계적 특성의 열화현상이 수반되며 이러한 현상은 고강고 강재일수록 현저하게 된다. 따라서 이와 같은 서로 상반된 요구특성을 어떻게 개선하느냐 하는 것이 고장력 강재 개발에 있어 가장 중요한 요건이라 할 수 있다. 이러한 목적을 달성하기 위해 현재로서는 탄소당량을 낮게 유지하고 결정립 미세화를 위한 각종 원소의 첨가처리, 고순도 강재 제조기술 및 각종 조질 열처리 기술이 개발되어 있으며 최근에 이르러 TMCP(thrmo-mechanical controlled process)방법이 개발되어 고장력 강재의 기계적 특성향상에 큰 발전을 가져오게 되었다.

• Journal of the KSME
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• v.30 no.2
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• pp.146-154
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• 1990

수냉형의 Bo kg/$\textrm{mm}^2$1급 TMCP 고장력 강재를 중심으로, 이 강재 모재의 기계적 특성 및 용접부의 각종 사용특성에 관해 종래의 압연제법에 의한 동일강도레벨의 고장력강판과 비교하여 고찰하고 이 강재의 유효이용에 대하여 설명하였다. TMCP 고장력 강판은 탄소당량이 낮고 결 정립 미세화가 달성되기 때문에 파괴인성이나, 용접부의 내외화, 내용접균열성 면에서 탁월한 특 징을 가지나 용접조립시 용접열사이클로 인한 연화현상 때문에 용접부의 사용특성이 문제로 될 수 있다. 그러나 용접조건이나, 강판의 강도, 화학성분의 배려, 선택에 따라 실용상 별로 문제가 되지 않음이 확인하고 있다. 이와 같은 특징으로 인해 TMCP강은 조선용 소재뿐만 아니고, 북해, 북극해와 같은 한냉빙해역의 가혹한 환경에서 작동되는 해양구조물용이나 라인 파이프용 소재 로서도 그 활용이 확대되어 갈 것으로 생각된다.

• Journal of Korean Society of Steel Construction
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• v.12 no.6
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• pp.649-659
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• 2000

In this study, the chemical compositions and mechanical properties of high tensile strength steel plates in accordance with their thickness are quantitatively estimated, that are steel plates SM570 to be purposed to use in building structure. Test results of steel plates SM570 are compared with those of steel plates SS400 and steel plates SM490 mostly using building structure. It is found that chemical compositions, carbon equivalent, parameter of welding crack susceptibility, yield strength, tensile strength, elongation, and impact strength have satisfied the prescribed value in KS code for all case of thickness.

• Journal of Korean Society of Steel Construction
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• v.13 no.3
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• pp.223-232
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• 2001

Column tests subjected to compressive loading were carried out for the estimation of compression buckling strength of steel plate SM570 in beam-column member under high axial load. It was found that the maximum strength of column member was determined by local buckling when satisfied with a limit of width-to-thickness ratio in current steel structure design specifications, but decreased suddenly by local buckling before the maximum strength in case of not satisfying with that ratio. Also, the compression buckling strength of SM570 plate was higher than the design specification value of 4$4.1tonf/cm^2$.

• Journal of Korean Society of Steel Construction
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• v.12 no.2 s.45
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• pp.167-175
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• 2000

An experimental research to evaluate the slip coefficient of high-strength slip-critical-type bolt connection of weathering steel plate has been performed in this paper. Experiments were performed with several surface conditions such as clean mill scale with hand or power brush cleaning, shot blast cleaned, inorganic zinc primer coated, and weather coated surfaces. Also, the relaxation of bolt clamping force was estimated during 500 hours. It was ascertained from the experiments that slip coefficients are greater than 0.40 in all faying surface conditions except mill scale surface with power brushing. The quantify of relaxation depended on the surface conditions and was $3{\sim}8%$, i.e., less than 10%.

• Journal of Korean Society of Steel Construction
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• v.12 no.2 s.45
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• pp.177-185
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• 2000

An experimental research to evaluate the slip coefficients of high-strength friction-type bolt connection of weathering steel plate has been performed in this paper. The test specimens with mill scale or shot blast had been exposed in open air during 3 and 6 months and cleaning of rust surface by hand brushing, power tool brushing and no cleaning was considered. The relaxation of bolt clamping force had also been measured during 600 hours. It was found that slip coefficients increased to the value over 0.6 with exposure except mill scale surface by power tool brushing. The relaxation of bolt tension force in exposed specimens also increased and maximum value reached to about 10%.

• Journal of Korean Society of Steel Construction
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• v.28 no.2
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• pp.121-128
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• 2016

In order to suggest a reasonable design for the circular concrete filled tube steel column-foundation connection applying high-tension bolts, Overall structural behavior and characteristics according to various variables of column-foundation connection are numerically analyzed using a commercial FE analysis program, ABAQUS. To that goal, finite element analysis is conducted on the basis of the previous study replacing anchor bolts to high-tension bolts, and the analytical results are validated by comparison with experimental results. Also, the various variables(embedded depth and grade of anchor, and height and thickness of rib) involved in behavior of the column-foundation connection are selected through analyzing the current design criteria, and the characteristics of the column-foundation connection are compared and analyzed according to the various variables. In case of the anchor bolts, Applying the high-tension bolts is more advantage and securing the embedded depth beyond 0.5D is recommendable. In case of the rib, a minimum of 0.5D for rib's height and $0.4t_b$ for rib's thickness should be secured to develop the structural performance.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.21 no.5
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• pp.515-524
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• 2008

The ultimate behavior of high-tension bolted joints with various plate thickness and bolt size is investigated using nonlinear F.E. analysis and experimental study. The relation with sliding load, bolt deformation, and failure modes are presented based on plate thickness and bolt size. Three kinds of the bolt diameter(M20, M22, M24) and five types of the steel plates (l2mm, 16mm, 20mm, 30mm, 40mm) are considered for the ultimate behavior of the bolted joints. The numerical model, constructed by commercial F.E. program, ABAQUS, of ultimate behavior of bolted joints is introduced and verified by experimental results. The force-displacement and force-axial strain relations are measured and compared with the results by 3D finite element analysis.

• Journal of Korean Society of Steel Construction
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• v.20 no.2
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• pp.279-288
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• 2008

In this study, the slip behavior of high-tension bolted joints subjected to compression force is investigated through 3D finite element analysis and experiments. The relation with sliding load, bolt deformation, and failure load are studied with the metal thickness affecting the bolted joint. The post-sliding behavior considering bolt stiffness is presented and compared with the results by finite element and experiments. The finite element model is constructed by solid elements in ABAQUS, in consideration of all the friction effects between metal plates and bolts. The stress-strain relations in the literature are used, and the sliding displacements and axial stresses around the bolt connection are investigated. The flexural buckling of species happened when the plate thickness is less than the bolt diameter. However, the shear failures of bolt occurred in the opposite case.