• Journal of Korean Society of Steel Construction
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• v.29 no.5
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• pp.341-352
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• 2017

Well designed group bolted connections can exhibit excellent ductile behavior through the bearing mechanism until the occurrence of shear rupture in the bolt or in the connecting plate. This excellent ductility can be utilized in favor of economical connection design. In this study, comprehensive tests on single-bolt bearing connections were conducted and analyzed considering bearing boundary conditions. The primary objective was to propose a generalized bearing strength and load-deformation relationship that can be used for designing group-bolted connections. To this end, new bearing strength formula, deformation limits as well as new load-deformation relationship were first proposed. Especially the proposed load-deformation relationship can reflect the stiffness, strength, and geometrical boundary conditions of the joint. The proposed formula and relationship are validated based on test results.

• Proceedings of the Korean Geotechical Society Conference
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• 1994.09a
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• pp.247-252
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• 1994

우리나라 산사태의 대부분은 사면의 깊이가 얕은 상태에서 발생하며, 지형적 지질적 및 강우조건에 따라 각기 다른 사면 파괴의 형태를 보여주고 있다. 본 논문에서는 IFDM의 기법을 이용하여 강우침투에 의해 발생할 수 있는 불포화지반으로의 침윤전선의 진행, 간극수압의 시간적 발생과정 등을 포함하는 침투해석을 수행하였다. 침투해석으로 얻은 강우침투 결과를 hyperbolic 응력, 변형을 모델에 조합하여 시간별로 응력, 변형해석을 할 수 있는 모델을 제안하였다. 이 모델에 의한 해석예로써 용인군 창리 산사태 지역을 선택하여 기존의 한계평형법과 본 논문에서 제안한 모델의 결과를 비교하였다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.9 no.6
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• pp.777-787
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• 1985

The study is concerned with the analysis of flanging as a sheet metal working process. In terms of mechanics, the flanging process can be divided into two groups, i.e, shrink flanging and stretch flanging. In this study, the shrink flanging process is analyzed by using the proposed energy criterion and the forming limit is found for the process. The forming limit for stretch flanging is also found by employing the neckind theory. Experiments are carried out for both processes. Approximate forming limits are obtained from the experiments. An approximate method to calculate the punch force is proposed and the computed results are compared with the experimental results. It is shown that there are good agreements in forming limits and punch forces between theory and experiments.

• Journal of the KSME
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• v.33 no.1
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• pp.47-65
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• 1993

판재의 스탬핑 성형성평가를 위해 소재제조업체와 자동차업체에서 널리 사용되고 있는 2,3개의 대표적인 모사실험과 컴퓨터 모드의 실험에 대하여 소개하였고 각각의 특징들에 대하여 논하 였다. 스탬핑금형의 개발과 연속생산공정에 있어서 성형한계선은 원형그리드해석기법과 함께 핀재의 성형난이도 평가 및 불량원인 규명과 조치에 유용하게 사용가능하다. 또한 돔장출실험과 평면변형장출실험에서 각각 얻어지는 한계돔높이와 한계펀치높이는 입하코일에 대한 스탬핑성 공여부의 사전확인 및 연속생산 공정에 대한 통계적 품질관리수단으로 활용하면 스탬핑공정에 서의 불량률감소 및 생산성향상에 기여할 수 있을 것으로 생각된다.

• Journal of the korean Society of Automotive Engineers
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• v.16 no.1
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• pp.31-41
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• 1994

1. 가공성 평가실험 및 평가기술. 1.1 가공성 평가시험법. 1.2 실험방법. 1.3 피단한계. 1.4 파단발생 평가이론. 1.5 파단평가이론의 적용. Bulk재 소성가공 공정중에 있어서 거시적 가공성평가 방법 및 응용방법에 대하여 논하였다. Bolt Heading 가공과 같은 냉간압조 가공에 있어서 상기 모델들에 의한 재료고유의 가공한계선과 변형경로를 비교하므로써 가공성을 평가할 수 있으며 또한 보다 복잡한 형상제품의 최적가공을 위한 가공조건 및 재질선정의 최적화에도 유용하게 이용될 수 있다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.3
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• pp.380-388
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• 2016

Commercially pure titanium (CP Ti) has been actively used in plate heat exchangers due to its light weight, high specific strength, and excellent corrosion resistance. However, compared with automotive steels and aluminum alloys, there has not been much research on the plastic deformation characteristics and press formability of CP Ti sheet. In this study, the mechanical properties of CP Ti sheet are clarified in relation to press formability, including anisotropic properties and the stress-strain relation. The flow curve of the true stress-true strain relation is fitted well by the Kim-Tuan hardening equation rather than the Voce and Swift models. The forming limit curve (FLC) of CP Ti sheet was experimentally evaluated as a criterion for press formability by punch stretching tests. Analytical predictions were also made via Hora's modified maximum force criterion. The predicted FLC with the Kim-Tuan hardening model and an appropriate yield function shows good correlation with the experimental results of the punch stretching test.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.3
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• pp.102-113
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• 2017

A new index for the buckling strength of non-structured plates is proposed. The external work or the deformation energy caused by the external loads or the boundary displacement controled by a load parameter is calculated along an equilibrium path of the member under consideration. If the second variation of the energy with respect to the parameter loses its positiveness, it defined as the limit of the stability. In contrast to the current method given in codes where the stability limit is evaluated by using only representative internal forces, the evaluation of the stability limit is always consistent even with the change of the distribution of the internal forces on the boundary. If the elasticity is concerned, the result from this proposed approach becomes identical to that from the classical methods.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.4A
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• pp.383-389
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• 2010

The concrete structural design provisions in Korea are based on ultimate strength design. Up to service load stage, it is assumed a linear stress-strain relation, but there is no stress-strain relationship for a concrete material from service load stage to limat state. According to the current provisions, an independent method is provided for the each calculation of deflection and crack width. In EC2 provisions based on limit state design, however, a stress-strain relationship of concrete is provided. Thereby, it is able to calculate a strength as well as a deflection directly from concrete stress-strain relationship. In this paper the moment-curvature relationship is directly calculated from a material law using equilibrium and compatibility conditions. Then strength and deflection are formulated. These results are compared with the values from the current provisions in Korea. From the results, the deflection based on a moment-curvature relationship is well agreed with experimental results and it is appeared that the deflection after the yielding of steel is also possible.

• Journal of Korean Society of Steel Construction
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• v.15 no.3
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• pp.251-259
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• 2003

In this paper, an analytical approach hwas been conductsed to clarify the relationships between the axial force and the deformation capacity of steel- encased reinforced- concrete beam-columns. The analytical model was defined as a cantilever. Several parameters influencing the inelastic performance of the beam-columns were selected, as follows: including encased steel area ratios, and sectional shapes of the encased steel, material strengths, and shear-span- to-depth ratios. The Analytical results of the analysis showed that the axial force had to have a maximum limit to ensure the stable behavior of a steel- encased reinforced- concrete beam-column when it was subjected to both axial and repeated lateral loading under a constant rotation angle amplitude. The maximum axial force of the beam-column to be resisted under cyclic lateral loading was defined as the stable-limit axial force to ensure the required rotation angle amplitude. The Analytical results of the analysis indicate that the stable-limit axial load ratio increases as the steel strength increases or as the compressive strength of the concrete decreases. The stable-limit axial load ratio decreases as the encased steel ' s sectional area increases in the case of a 1-shaped sections and it is almost not influenced by the steel sectional area in the case of a cross-shaped section.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.3
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• pp.122-129
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• 2020

To conduct probabilistic seismic fragility analysis for nuclear power plants, it is very important to define the failure modes and criteria that can represent actual serious accidents. The seismic design criteria for piping systems, however, cannot fully reflect serious accidents because they are based on plastic collapse and cannot express leakage, which is the actual limit state. Therefore, it is necessary to clearly define the limit state for reliable probabilistic seismic fragility analysis. Therefore, in this study, the limit state of the SCH80 3-inch steel pipe elbow, the vulnerable part of piping systems, was defined as leakage, and the in-plane cyclic loading test was conducted. Moreover, an attempt was made to quantify the failure criteria for the steel pipe elbow using the damage index, which was based on the dissipated energy that used the moment-deformation angle relationship.