• 대한금속재료학회지
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• 제50권6호
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• pp.427-432
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• 2012

This paper presents the material properties of carbon steels for ships, and offshore structures (ASTM A131) are tested under a series of arctic and cryogenic temperature conditions. For material tension tests, among the ASTM 131 steels, Grades A and B of mild steel and Grade AH of high tensile steel have been used. The obtained mechanical properties of the materials from the material tension tests were applied in a 13,000TEU class container ship to define the effect of low temperature on the ultimate longitudinal strength of the target structure by using the ALPS/HULL intelligent supersize finite element method. The tensile coupon test results showed increased strength and nonuniform fracture strain behaviors within different grades and temperatures. Increasing the material strength resulted in increasing the ultimate longitudinal strength of the ship.

• Ocean Systems Engineering
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• 제4권4호
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• pp.327-342
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• 2014

The tension leg platform (TLP) is one of the compliant structures which are generally used for deep water oil exploration. With respect to the horizontal degrees of freedom, it behaves like a floating structure moored by vertical tethers which are pretension due to the excess buoyancy of the platform, whereas with respect to the vertical degrees of freedom, it is stiff and resembles a fixed structure and is not allowed to float freely. In the current study, a numerical study for square TLP using modified Morison equation was carried out in the time domain with water particle kinematics using Airy's linear wave theory to investigate the effect of changing the tether tension force on the stiffness matrix of TLP's, the dynamic behavior of TLP's; and on the fatigue stresses in the cables. The effect was investigated for different parameters of the hydrodynamic forces such as wave periods, and wave heights. The numerical study takes into consideration the effect of coupling between various degrees of freedom. The stiffness of the TLP was derived from a combination of hydrostatic restoring forces and restoring forces due to cables. Nonlinear equation was solved using Newmark's beta integration method. Only uni-directional waves in the surge direction was considered in the analysis. It was found that for short wave periods (i.e., 10 sec.), the surge response consisted of small amplitude oscillations about a displaced position that is significantly dependent on tether tension force, wave height; whereas for longer wave periods, the surge response showed high amplitude oscillations that is significantly dependent on wave height, and that special attention should be given to tethers fatigue because of their high tensile static and dynamic stress.

• 한국강구조학회 논문집
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• 제20권2호
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• pp.279-288
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• 2008

본 논문에서는 압축력을 받는 고장력 볼트 마찰이음부의 미끄러짐 거동을 3차원 유한요소 해석 및 실험을 통하여 규명하였다. 모재의 두께가 고장력 불트이음부에 끼치는 영향을 미끄러짐 하중, 볼트의 변형 및 파괴하중과의 관계와 함께 파악하였다. 초기 미끄러짐 하중 이후의 볼트의 강성을 고려한 이음부의 거동 모델을 제시하고 유한요소해석 및 실험을 통하여 비교, 분석하였다. 범용 유한요소해석 프로그램인 ABAQUS에서 지원되는 고체요소를 사용하여 해석모델을 작성하였고 모재 사이의 마찰 및 미끄러짐이 발생한 이후 볼트와 모재 사이의 마찰 등을 고려하였다. 기존의 문헌에 제시된 여러 가지 강재의 응력-변형도 관계를 적용하였으며 미끄러짐 변위와 볼트 주변의 축응력들을 비교하였다. 모재의 두께가 볼트의 직경보다 작은 경우에는 압축력에 의한 휨좌굴에 시험체에 발생하였고 모재의 두께가 볼트 직경보다 두꺼운 경우에는 볼트의 전단파괴가 이음부의 극한강도를 나타냄을 파악하였다.

• 한국강구조학회 논문집
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• 제28권6호
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• pp.427-438
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• 2016

두본 연구는 실험적인 방법을 통하여 단부판 이음부의 이음면에서 초기 오차로 발생하는 이격이 이음부의 내력 및 거동에 미치는 영향을 평가한 연구이다. 이를 위하여 총 5가지의 단순보형 실험체를 확장형 단부판 이음부를 이용 계획하였고 주요 변수로는 이음면 초기 이격(gap) 여부, 고력볼트 채결 전 끼움판(finger shim plate) 설치 유무, 고력볼트 체결 후 이음면 이격, 고력볼트 채결 후 끼움판 삽입 여부를 적용하였다. 정적가력실험 결과 이음판의 이격은 이음부의 최대휨강도에 미치는 영향은 제한적이나 수직변형과 초기 및 탄성강성에는 영향을 미치는 것으로 나타났으며, 이격을 제어하기 위해 고력볼트 장력을 이용할 경우 고력볼트의 취성파괴 우려도 있는 것으로 나타나서 이들에 대한 충분한 고려가 필요할 것으로 판단된다.

• Steel and Composite Structures
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• 제7권2호
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• pp.87-103
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• 2007

This paper presents some of the results from an experimental research project on the behavior of extended end-plate connections subjected to moment conducted at the Structural Laboratory of Jordan University of Science and Technology. Since the connection behavior affects the structural frame response, it must be included in the global analysis and design. In this study, the behavior of six full-scale stiffened and unstiffened cantilever connections of HEA- and IPE-sections has been investigated. Eight high strength bolts were used to connect the extended end-plate to the column flange in each case. Strain gauges were installed inside each of the top six bolts in order to obtain experimentally the actual tension force induced within each bolt. Then the connection behavior is characterized by the tension force in the bolt, extended end-plate behavior, moment-rotation relation, and beam and column strains. Some or all of these characteristics are used by many Standards; therefore, it is essential to predict the global behavior of column-beam connections by their geometrical and mechanical properties. The experimental test results are compared with two theoretical (equal distribution and linear distribution) approaches in order to assess the capabilities and accuracy of the theoretical models. A simple model of the joint is established and the essential parameters to predict its strength and deformational behavior are determined. The equal distribution method reasonably determined the tension forces in the upper two bolts while the linear distribution method underestimated them. The deformation behavior of the tested connections was characterized by separation of the column-flange from the extended end-plate almost down to the level of the upper two bolts of the lower group and below this level the two parts remained in full contact. The neutral axis of the deformed joint is reasonably assumed to pass very close to the line joining the upper two bolts of the lower group. Smooth monotonic moment-rotation relations for the all tested frames were observed.

• 한국전산구조공학회논문집
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• 제21권5호
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• pp.515-524
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• 2008

본 연구에서는 판 두께와 볼트 크기에 따른 고장력 볼트 마찰이음부의 극한 거동을 비선형 유한 요소 해석 및 실험을 통하여 분석하였다. 볼트의 크기 및 모재의 두께가 고장력 볼트 마찰이음부에 끼치는 영향을 미끄러짐 하중, 볼트의 변형 및 파괴하중과의 관계와 함께 파악하였다. M20, M22, M24의 세가지 볼트와 모재의 두께가 12mm, 16mm, 20mm, 30mm, 40mm인 경우에 대하여 압축력을 받는 고장력 볼트 이음부의 극한 거동을 고찰하였다. 이음부의 힘-변위 관계 및 외력-변형도 관계를 실험적으로 도출하였으며 범용 유한요소해석 프로그램인 ABAQYS를 사용한 수치해석 결과와 비교, 분석하였다.

• 한국정밀공학회지
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• 제33권6호
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• pp.477-483
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• 2016

The spring-back and bow phenomenon in the roll forming process are important factors regarding the accuracy of evaluation of production goods. The purpose of this study was to determine the influence of spring-back and bow phenomenon according to the main variables (forming velocity and roll gap). The material of the forming sheet was high tension steel (SPFH 590), which has been used commonly in recent years. In order to accurately measure the spring-back and bow phenomenon, the forming sheet was formed into a V-shape. The study was applied to OFAT (One Factor at a Time) experimentation, with respect to the experimental variables (the forming speed and the roll gap). In the experimental results, the forming speed had a small influence on the spring-back and bow phenomenon. However, the roll gap had a greater influence on the springback and the bow phenomenon, as opposed to the forming speed.

• 열처리공학회지
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• 제3권4호
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• pp.10-22
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• 1990

A study has been investigated on the effect of mechanical properties (tension strength, rotary bending fatigue strength, wear resistance, hardness) according to the carbide particle size variation by the treatment of 1) quenching tempering, and 2) quenching, subzero treatment and tempering. The material used in this investigation was a typical bearing steel, high C high Cr, AISI E 52100. The result obtained in this study were as follows : (1) Finer the carbide particle size increasing the hardness and retained austenite in same quenching condition. (2) Finer the carbide particle size reduced the tension and rotary bending fatigue which were resulted from austenite grain growth and carbide precipitation on grain boundry that induced by carbide refine heat treatment. (3) Finer the carbide particel size increasing the wear resistance which were resulted by uniform distribution of carbide and increased hardness induced by microstructural uniform hardenability of matrix. (4) When the carbide particles were refinded, subzero treatment is effective only wear resistance and hardness.

• 한국구조물진단유지관리공학회 논문집
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• 제23권1호
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• pp.147-153
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• 2019

구조물의 보강을 위해 프리스트레스 강선에는 인장력이 도입되는데 이 강선은 덕트 및 편향장치에 의해서 휨을 동시에 받게 된다. 이와 같이 인장과 휨을 동시에 받는 프리스트레스 강선의 굴절인장성능을 평가하기 위해 강선의 직경, 맨드럴 직경, 맨드럴과 강선 사이 마찰계수를 변수로 하여 총 600종에 대한 굴절인장 변수해석을 실시하였다. 해석 결과, 강선의 직경이 클수록 낮은 굴절인장성능을 나타내었고, 그 영향은 강선 연신율의 증가에 따라 감소하였다. 강선의 굴절인장성능에 대한 맨드럴 직경, 맨드럴-강선 간 마찰계수의 영향은 매우 작게 나타났지만, 맨드럴-강연선 간 마찰계수에 대한 추가 해석 결과 상대적으로 높은 상관성을 보였다. 따라서, 굴절인장성능 확보를 위해서는 충분한 연신율 확보가 우선되어야 하고, 연신율 확보에 제약이 있을 시 적정값까지 강선 직경을 감소시켜야 하겠으며, 강선의 표면조건을 조절하여 강선 간 마찰력을 높여야 할 것이다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2009년도 춘계학술대회 논문집
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• pp.450-453
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• 2009

In order to overcome drawbacks of the advanced high strength steel such as inferior formability and large springback, the hot press forming process(HPF) has been being applied for forming of automotive sheet parts. Good formability and dimensional accuracy without springback as well as good crash performance of final products are the advantages of the HPF process. In this work, a method to characterize the mechanical properties of the HPF steel was developed based on the simple tension test at high temperatures and its finite element analysis, while it was applied to obtain strain rate and temperature dependent flow curves of the HPF steel. The final flow curves were represented by utilizing the Johnson-Cook type equation both in uniform and post-uniform deformation regions.