• 한국정밀공학회지
• /
• 제13권11호
• /
• pp.124-131
• /
• 1996

The dynamic material property of Mn-B ally high-strength steel is investigated through the rod impact test which is one of simple test methods for the analysis of the material behavior under high-strain-rate. Rod impact test is performed to produce the deformed shape of rod and analyzed by the one-dimensional theory based on conservation law and the two-dimensional hydrocode AUTODYN-2D. The dynamic yield stress is determined and compared with the static yield stress to investigate the strain-rate sensitivity of Mn-B alloy high-strength steel.

• Earthquakes and Structures
• /
• 제12권6호
• /
• pp.713-723
• /
• 2017

Steel plate shear walls (SPSWs) are effective lateral systems which have high initial stiffness, appropriate ductility and energy dissipation capability. Recently, steel plate shear walls with low yield point strength (LYP), were introduced and they attracted the attention of designers. Structures with this new system, besides using less steel, are more stable. In the present study, the effects of plates with low yield strength on the seismic design parameters of steel frames with steel plate shear walls are investigated. For this purpose, a variety of this kind of structures with different heights including the 2, 5, 10, 14 and 18-story buildings are designed based on the AISC seismic provisions. The structures are modeled using ANSYS finite element software and subjected to monotonic lateral loading. Parameters such as ductility (${\mu}$), ductility reduction ($R_{\mu}$), over-strength (${\Omega}_0$), displacement amplification ($C_d$) and behavior factor (R) of these structures are evaluated by carrying out the pushover analysis. Analysis results indicate that the ductility, over-strength and behavior factors decrease by increasing the number of stories. Also, the displacement amplification factor decreases by increasing the number of stories. Finally, the results were compared with the suggestions provided in the AISC code for steel plate shear walls. The results indicate that the values for over-strength, behavior and displacement amplification factors of LYP steel plate shear wall systems, are larger than those proposed by the AISC code for typical steel plate shear wall systems.

• 대한치과교정학회지
• /
• 제20권2호
• /
• pp.381-390
• /
• 1990

The purpose of this study was to evaluate the effects of heat treatment on mechanical properties in $0.016^{{\prime}{\prime}}{\times}0.022^{{\prime}{\prime}}$ blue Elgiloy wires and to measure the amounts of nickel and chromium released from the wires in artificial saliva. Ultimate tensile strength, yield strength and elongation were measured with universal testing machine (Instron). and the amounts of nickel and chromium released from the sample were measured with atomic absorption spectrophotometer after one week immersion in the artificial saliva. Ultimate tensile strength and yield strength were progressively increased below $1000^{\circ}F$, but elongation was decreased. And the results were reversed above $1100^{\circ}F$. After heat treatment of the sample for 9 minutes at $1000^{\circ}F$, the maximum tensile strength and yield strength were $213.6kg/mm^2$, $140.1kg/mm^2$, respectively. Both tensile strength and yield strength were decreased progressively above $1100^{\circ}F$. Elongation was appeared the minimum value (8.6%) after heat treatment for 9 minutes and 12 minutes at $1000^{\circ}F$. There was a pronounced increase in nickel and chromium liberation with increasing time and temperature. The maximum amounts of nickel and chromium released form the sample were $4.947{\mu}m/cm^2$, $3.088{\mu}g/cm^2$, respectively after heat treatment for 12 minutes at $1300^{\circ}F$. Heat treatment is applied to orthodontic wires, especially cobalt-chromium alloys, for the purpose of stress-relievning and hardening. When the heat-treatment of orthodontic wires, the heating procedure should be well controlled in order to have no effect on corrosion resistance and mechanical properties.

• 소성∙가공
• /
• 제20권8호
• /
• pp.595-600
• /
• 2011

This paper investigates the effect of strain rate on the anisotropic deformation behavior of advanced high strength steel sheets. Uniaxial tensile tests were carried out on TRIP590 and DP780 steel sheets at strain rates ranging from 0.001/sec to 100/sec to determine yield stresses and r-values at various loading angles from the reference rolling direction. R-values were determined by the digital image correlation technique. Hill48 and Yld2000-2d yield functions were tested for their capability to describe the plastic deformation anisotropy of the materials. Initial yield loci were constructed using the Yld2000-2d yield function, which adequately described the anisotropic behavior of the materials. The shape of the initial yield loci was found to change with different strain rate, and the anisotropic behavior decreased with increasing strain rate.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2006년도 추계학술대회 논문집
• /
• pp.219-220
• /
• 2006

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2009년도 춘계학술대회 논문집
• /
• pp.391-392
• /
• 2009

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2011년도 춘계학술대회 논문집
• /
• pp.1253-1254
• /
• 2011

• 한국구조물진단유지관리공학회 논문집
• /
• 제6권2호
• /
• pp.203-210
• /
• 2002

In these days, High-strength steel prevails throughout the construction fields for the benefit of structural and economical aspects. But high-strength steel is used by the simple calculation of flexural capacities for the purpose of reducing flexural reinforcement. So, this paper is mainly focused on the shear behavior of high-strength steel reinforced concrete beams without stirrups comparing with normal-strength steel reinforced concrete beams. Specimens were made and tested with the experimental parameters, such as steel yield strength, reinforcement ratios and minimum shear reinforcement. The main result was that not only area but also the yield strength of flexural reinforcement should be considered to predict the shear capacities of concrete beams. In addition, the experimental results were simulated by modified compression field theory analysis program, RESPONSE 2000. A good agreement was achieved between the test results and program analyses.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
• /
• pp.91-94
• /
• 2005

Experimental research was conducted to investigate the behavior of RC circular columns confined by high-strength ties. Large scale columns with concrete strength 34.1 and 65.3 MPa were tested under monotonically increasing concentric compression. The test parameters included the volumetric ratio, tie arrangement, tie yield strength, and concrete compressive strength. The results indicate that high-strength concrete columns can be confined to achieve inelastic deformations usually predicted for normal-strength concrete columns. This can be done by providing increasing volumetric ratio and tie yield strength.

• 콘크리트학회논문집
• /
• 제28권1호
• /
• pp.33-40
• /
• 2016

현재, 국내외 전단 설계기준에서 RC 및 PSC 부재의 전단보강철근의 최대항복강도를 제한하고 있다. 이는 고강도 전단보강철근을 사용한 RC 부재의 전단거동평가에 대한 선행 연구들에 근거한 것이다. 이에 비해 고강도 전단보강철근을 사용한 PSC 부재의 전단거동평가에 대한 연구는 미흡하며, PSC 부재는 긴장력에 의한 축압축력에 의해 RC 와는 다른 전단거동을 나타내므로 국내 기준에 대한 검증이 필요하다. 또한 이러한 제한으로 인해 고강도 철근을 PSC 부재에 적용할 경우 강도의 추가적인 상승분을 내력에 포함시킬 수 없어 고강도 재료의 사용을 저해시키는 요인으로 작용한다. 본 연구에서는 총 8개의 고강도 재료를 사용한 포스트텐션 PSC 보 전단실험을 실시하여 KCI-12 기준 및 ACI 318-14 기준의 항복강도 및 사인장균열의 폭을 검토하였다. ACI 318-14에서 요구하는 전단보강철근의 항복강도 제한값(420 MPa) 이상인 모든 PSC 실험체의 전단보강철근이 항복한 이후에 최대 내력에 도달하였으며, 실험 전단내력 또한 KCI-12 기준식의 전단강도 이상인 것으로 나타났다. 사용성 측면에서도 고강도 전단보강철근을 사용한 모든 실험체가 ACI 224위원회의 허용 균열폭(0.41 mm)을 초과하지 않았다. 본 연구의 실험결과에 근거하여 KCI-12 기준에서 제한하는 전단보강철근의 항복강도는 PSC 부재에 대해서 전단내력 및 균열의 사용성 측면을 모두 만족하는 것으로 판단되며 ACI 318-14의 전단보강철근 제한 기준은 다소 안전측에 속하는 것으로 사료된다.