• 제목/요약/키워드: high tensile steel

검색결과 1,068건 처리시간 0.032초

1.2GPa급 초고강도강판의 공정조건에 따른 스프링백 특성에 관한 유한요소해석 연구 (A Study on the Finite Element Analysis of springback characteristics according to stamping process conditions of UHSS with UTS of 1.2GPa)

  • 장현민;최계광
    • Design & Manufacturing
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    • 제12권2호
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    • pp.34-39
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    • 2018
  • The biggest topics in the automobile industry are light weightening and fuel efficiency improvement. There's a lot of research going on. It is focused on light weight materials. Light weight material is seen as the best way to reduce fuel consumption and to solve the problem of environmental pollution and resource depletion. For the light weight materials, new materials such as aluminum, magnesium, and carbon-hardening materials can be found. Research on the joining techniques of dual materials, improvement of material properties by improving the method of manufacture of existing materials, and studies on ultra-high strength steel sheets are expected to take up the most weight in lightweight materials. As the strength of the ultra-high strength steel sheets increases during forming, it is difficult to obtain dimensional precision due to the increase in elastic restoring force compared to mild or high strength steel sheets. Spring back is known to be affected by a number of factors due to poor plastic molding, and can be divided into the effects of the material spraying and the process. The study on the plasticitic variables were studied as plasticitic factors that can be controlled by a part company. Tensile testing of ultra-high strength materials was conducted to derive properties for plasticitic analysis and to analyze spring back with two factors controlling the height of the bead and blank holding force by adding tensile force and controlling the flow rate.

냉연 초고강도강 적용 차량용 리어 크로스 멤버 형상 설계 변수 최적화 (Design Optimization of Automotive Rear Cross Member with Cold-rolled Ultra High Strength Steel)

  • 김준영;김상훈;최돈현;홍석무
    • 소성∙가공
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    • 제33권2호
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    • pp.103-111
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    • 2024
  • With the increasing global interest in carbon neutrality, the automotive industry is also transitioning to the production of eco-friendly cars, specifically electric vehicles. In order to achieve comparable driving distances to internal combustion engine vehicles, the application of high-capacity battery packs has led to an increase in vehicle weight. To achieve light-weighting and durability requirements of automotive components simultaneously, there is a demand for research on the application of Ultra-High Strength Steel (UHSS). However, when manufacturing chassis components using UHSS, there are challenges related to fracture defects due to lower elongation compared to regular steel sheets, as well as spring-back issues caused by high tensile strength. In this study, a simulated specimen that is not affected by the property changes of four materials was designed to improve formability of the rear cross member, which is the most challenging automotive chassis component. The influence and correlation of material-specific variables were analyzed through finite element analysis (FEA) for each material with tensile strength of 440, 590, 780, and 980 MPa grades, resulting in the development of a predictive equation. To validate the equation, the simulated specimens of 980 MPa grade were produced from the test molds. Then the reliability of the FEA and predictive equation was verified with measured specimen data using a 3D scanner. The results of this study can be proposed to improve the formability of UHSS chassis components in future researches.

콘크리트 구조물의 전단 안정성 평가를 위한 전단전달 실험 및 해석 (An Experimental and Analytical Study on Shear Transfer for Safety Evaluation of Concrete Structure)

  • 김광수
    • 한국안전학회지
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    • 제23권3호
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    • pp.42-50
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    • 2008
  • This study, push-off tests for the initially uncracked specimens were conducted to investigate shear transfer mechanism in reinforce concrete elements. Experimental programs for shear transfer were undertaken to investigate the effect of the concrete compressive strength, the presence of steel stirrups as shear reinforcement and the amount of steel stirrups. As the shear plane is loaded, several cracks form in a direction inclined to the shear plane, creating compression struts in the concrete. For this stage, shear is being transferred through a truss-like action produced by the combination of the compressive force in the concrete struts and the tensile force that the steel reinforcement crossing the shear plane develops. In the normal strength concrete specimens with steel stirrups, ultimate failure occurred when the compression struts crushed in concrete. In the high strength concrete specimens, on the other hand, ultimate failure occurred when the steel stirrups developed their yield strength.

시뮬레이션을 이용한 780MPa급 강재의 판재 조합에 따른 저항 점 용접의 로브곡선 특성 분석 (Lobe Curve Characteristic Analysis of Resistance Spot Welding for Sheet Combination of 780MPa Steel Sheet Using Simulation)

  • 손창석;박영환
    • Journal of Welding and Joining
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    • 제30권6호
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    • pp.68-73
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    • 2012
  • Nowadays, car manufacturers tried to improve automotive fuel efficiency, and applied many high strength steels such as AHSS or UHSS to car bodies. Therefore, the number of steel combinations for the resistance spot welding are dramatically increased and the need for weldability evaluation of these combinations are also required. In this study, we suggest the lobe curve using FEM simulations for DP780 steel with 1.0t, 1.4t. The lobe curves which could expressed weldablity and optimal welding condition were obtained according to 6 steel combinations. There were two combinations for same steel sheet which were DP780 1.0t, DP780 1.4t. Dissimilar steel sheet combination with different thickness was 1.0t and 1.4t of DP780. Different steel combinations were DP780 1.0t and SPRC440 1.0t, and DP780 1.0t and DP590 1.0t. Finally dissimilar combinations was and DP780 1.0t and DP590 1.4t. The trend of low boundary and high boundary variation of lobe curve were analyzed with a viewpoint of the contact resistance and the heat input.

Structural Performance of 800 MPa High-Strength Steel Members and Application to Highrise and Mega Building Structures

  • Lee, Cheol-Ho
    • 국제초고층학회논문집
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    • 제6권3호
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    • pp.249-259
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    • 2017
  • The use of high-strength steels in construction of highrise and mega building structures can bring about many technological advantages from fabrication to erection. However, key design criteria such as local and lateral stability in current steel design specifications were developed based on tests of ordinary steels which have stress-strain characteristics very different from that of high strength steels. A series of tests on 800 MPa tensile strength steel (HSA800) members are summarized in this paper which were conducted to investigate the appropriateness of extrapolating current ordinary-steel based design criteria to high strength steels. 800 MPa I-shape beam specimens designed according to flange local buckling (FLB) criteria of the AISC Specification developed a sufficient strength for elastic design and a marginal rotation capacity for plastic design. It is shown that, without introducing distinct and significant yield plateau to the stress-strain property of high-strength steel, it is inherently difficult to achieve a high rotation capacity even if all the current stability limits are met. 800 MPa I-shape beam specimens with both low and high warping rigidity exhibited sufficient lateral torsional buckling (LTB) strength. HSA800 short-column specimens with various edge restraint exhibited sufficient local buckling strength under uniform compression and generally outperformed ordinary steel specimens. The experimental P-M strength was much higher than the AISC nominal P-M strength. The measured residual stresses indicated that the impact of residual stress on inelastic buckling of high-strength steel is less. Cyclic seismic test results showed that HSA800 members have the potential to be used as non-ductile members or members with limited ductility demand in seismic load resisting systems. Finally, recent applications of 800 MPa high strength steel to highrise and mega building structures in Korea are briefly presented.

고 Mn 오스테나이트계 스테인리스강의 기계적 성질에 미치는 가공온도의 영향 (Effect of Deformation Temperature on Mechanical Properties of High Manganese Austenitic Stainless Steel)

  • 강창룡;허태영;김영화;구차진;한현성;이상희
    • 한국해양공학회지
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    • 제26권3호
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    • pp.55-60
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    • 2012
  • This study was carried out to investigate the effect of the deformation temperature in high manganese austenitic stainless steel. ${\alpha}$'-martensite was formed with a specific direction by deformation. The volume fraction of the deformation induced martensite was increased by increasing the degree of deformation and decreasing the deformation temperature. With the increase in the deformation, the hardness and tensile strength were increased, while the elongation was rapidly decreased at the initial stage of the deformation, and then gradually decreased. The hardness and tensile strength were increased and the elongation was decreased with adecrease in the deformation temperature. The hardness and tensile strength were strongly controlled by the volume fraction of martensite, but the elongation was controlled by the transformation behavior of the deformation induced martensite.

600MPa급 자동차용 고장렬강판의 $CO_2$ 레이저 용접부의 특성에 미치는 보호가스의 영향 (Effect of shield gas on the characteristics of $CO_2$ laser welded 600MPa grade high strength steel)

  • 한태교;이봉근;강정윤
    • 한국레이저가공학회지
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    • 제7권2호
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    • pp.19-26
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    • 2004
  • The effect of shield gas on the weldability, mechanical properties and formability of CO2 laser weld joint in 600MPa grade high strength steel was investigated. Bead on plate welds were made under various welding speed and shield gas. Tensile test was carried out under the load of perpendicular and parallel direction to the weld line, Formability of the joint was evaluated by Erichsen test. As the welding speed increases, the porosity fraction decreases. The porosity fraction in the joint used Ar-$50\%He$ mixed gas as a shield gas was lower than that of the joint used Ar gas. Hardness at the weld metal of full penetrated joint was nearly equal to that of water quenched raw metal. In a tensile test under a perpendicular load to the weld axis, strength and elongation of joint produced by optimum condition were nearly equal to those of base metal. However, the strength of joint in a tensile test under a parallel load to weld axis was higher than that of raw metal, but the elongation of joint was lower than that of raw metal. Elongation and formability were further increased by the method of using Ar+He mixed gas as a shield gas as compared with Ar gas. Formabilities of joints were recorded ranging from $58\%\;to\;70\%$ of that of base metal with different shield gases.

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파이프 형상의 이종 주조알루미늄-고장력강의 마찰교반용접에서 확정선별설계법에 의한 인장강도 응용 (Tensile Strength Application Using a Definitive Screening Design Method in Friction Stir Welding of Dissimilar Cast Aluminum and High-Strength Steel with Pipe Shape)

  • 최이존;박성환;이명원;박재하;최병준;강명창
    • 한국기계가공학회지
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    • 제19권10호
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    • pp.98-104
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    • 2020
  • Recently, friction stir welding of dissimilar materials has become one of the biggest issues in lightweight and eco-friendly bonding technology. In this study, a lightweight torsion beam axle, which is an automobile chassis component, was used in the welding to cast aluminum material. The friction stir welding process of A357 cast aluminum and FB590 high-strength steel as well as the effects of the process parameters were investigated and optimized using a novel definitive screening design (DSD). ANOVA was used to predict the importance of the process parameters with 13 degradation experiments using the proposed DSD. Also, FSWed experiments were conducted using an optical microscope analysis to investigate the tensile strength behavior in the weld area. In addition to determining the interaction between the tool's rotational speed and the plunge speed, results indicate that the influence of the plunge depth was the most significant.

Structural stability of fire-resistant steel (FR490) H-section columns at elevated temperatures

  • Kwon, In-Kyu;Kwon, Young-Bong
    • Steel and Composite Structures
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    • 제17권1호
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    • pp.105-121
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    • 2014
  • A fundamental limitation of steel structures is the decrease in their load-bearing capacity at high temperatures in fire situations such that structural members may require some additional treatment for fire resistance. In this regard, this paper evaluates the structural stability of fire-resistant steel, introduced in the late 1999s, through tensile coupon tests and proposes some experimental equations for the yield stress, the elastic modulus, and specific heat. The surface temperature, deflection, and maximum stress of fire-resistant steel H-section columns were calculated using their own mechanical and thermal properties. According to a comparison of mechanical properties between fire-resistant steel and Eurocode 3, the former outperformed the latter, and based on a comparison of structural performance between fire-resistant steel and ordinary structural steel of equivalent mechanical properties at room temperature, the former had greater structural stability than the latter through $900^{\circ}C$.

1,300 MPa급 고장력볼트의 나사형상 개선 및 성능평가 (Evaluation of Structural Performance and Improvement of Screw Thread Shape on 1,300 MPa High Strength Bolts)

  • 한종욱;김진호;박영석
    • 대한토목학회논문집
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    • 제31권3A호
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    • pp.189-198
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    • 2011
  • 각국 강구조물 시공현장에서 사용되고 있는 고장력볼트의 인장강도는 1,000 MPa급이 주종을 이루고 있으나, 고강도강과 극후판의 개발과 강교량 건설기술의 발전에 따른 교량 지간의 장대화로 인하여 강도가 큰 새로운 볼트 개발이 요구되고 있다. 현재, 인장강도 1,300 MPa급의 고장력볼트가 개발되어 사용중에 있다. 그러나 고장력볼트는 작은 단면에 큰 하중이 작용하기 때문에 고강도볼트에서는 응력집중이 완화된 나사형상과 구조성능이 우수한 고장력볼트가 보다 효과적이다. 본 연구에서는 KS에서 규정된 나사형상보다도 우수한 나사형상을 개발하기 위하여 해석적 연구를 수행하였다. 나사형상에 대한 특성을 분석하여 볼트와 너트 체결시에도 하중분배가 효과적이고 응력집중이 완화된 신나사형상을 제안하였다. 또한, 실험적 연구에서는 인장강도 1,300 MPa급의 고장력볼트를 대상으로 구조성능에 대해서 실험연구를 수행하였다. 연구결과 신나사형상이 기존의 나사형상보다도 응력집중 완화효과와 구조성능효과가 있음이 검증되었다.