• Journal of Welding and Joining
• /
• 제10권2호
• /
• pp.43-50
• /
• 1992

This study was aimed at resolving uncertainties about lamellar tearing initiation temperatures and studying the effect of nonmetallic inclusions on the tear initiation. In order to measure the lamellar tearing initiation temperature, the slice bend test was conducted in the temperature range of 20.deg.C to 425.deg.C on A572 Grade 50 and A588 Grade A steels. In addition, the weld restrain test was carried out to measure directly the tear initiation temperature with A572 steel. In slice bend tests, A572 steel showed the most susceptible region to lamellar tearing to be in the range of 100 to 300.deg.C, where the steel showed the minimum ductility. The observed tear initiation by the weld restraint test was to be in the range of 200to 300.deg.C. The tears became narrower and less rounded at the susceptible temperatures. It was confirmed in this study that lamellar teraring initiated during cooling from welding in the range of 200 to 300.deg.C and they were initiated by strain aging embrittlement.

• 대한기계학회논문집A
• /
• 제25권2호
• /
• pp.330-337
• /
• 2001

Wire drawing process of the high carbon steel with a high speed is usually conducted at room temperature using a number of passes or reductions through consequently located dies. In multi-stage drawing process, temperature rise in each pass affects the mechanical properties of final product such as bend, twist and tensile strength. Also, this temperature rise during the deformation is the reason that the wire in drawing process is broken by the embrittlement due to rapid strain aging effect. This paper presents the estimation of the wire temperature for the multi-stage wire drawing process. Using the proposed calculation method of wire temperature, temperature rise at deformation zone as well as temperature drop in block considering the heat transfer between the block and wire were calculated. As these calculated wire temperatures were applied to the real industrial fields, it was known that the calculated results were in a good agreement with the measured wire temperature.

• 대한기계학회논문집A
• /
• 제28권4호
• /
• pp.333-342
• /
• 2004

Tensile and low cycle fatigue (LCF) tests on prior cold worked 316L stainless steel were carried out at various temperatures from room temperature to 650$^{\circ}C$. At all test temperatures, cold worked material showed the tendency of higher strength and lower ductility compared with those of solution treated material. The embrittlement of material occurred in the temperature region from 300$^{\circ}C$ to 600$^{\circ}C$ due to dynamic strain aging. Following initial cyclic hardening for a few cycles, cycling softening was observed to dominate until failure occurred during LCF deformation, and the cyclic softening behavior strongly depended on temperature and strain amplitude. Non-Masing behavior was observed at all test temperatures and hysteresis energy curve method was employed to describe the stress-strain hysteresis loops at half$.$life. The prediction shows a good agreement with the experimental results.

• 콘크리트학회논문집
• /
• 제24권2호
• /
• pp.195-204
• /
• 2012

신구 콘크리트 접합부에서는 굽힌 후 편 철근을 이용한 이음이 발생한다. 철근의 굽힘과 펴는 과정에는 필연적으로 소성 변형이 발생하며, 이 과정에서 가공 경화, 바우싱거 효과, 시효 경화 현상이 발생된다. 이 연구에서는 강종, 지름, 굽힘 내면 반지름, 굽힌 후 펴기까지의 존치기간을 변수로 굽힌 후 편 철근의 인장에 대한 기계적 성질을 조사하였다. 연구 결과, 굽힌 후 편 철근은 비례한계점이 낮아지는 비선형성이 직선 철근에 비해 일찍 발생되었으며, 항복마루 없이 바로 변형경화가 발생하였다. 이것은 굽힘 가공에서 압축을 받은 부분의 바우싱거 효과에 의해 항복점이 낮아졌고, 굽힘 가공에서 인장을 받은 부분의 가공 경화에 의해 항복마루가 없어졌기 때문이다. 높은 강종일수록 항복강도의 저하가 크게 발생되었으며, SD400 철근의 항복강도는 설계기준강도보다 낮았다. 철근은 표면부의 강도가 내부보다 높기 때문에, 높은 강종일수록 굽힌 후 펴면 바우싱거 효과가 크게 발생된다. 굽힌 후 펴기까지의 존치기간이 길면 시효 경화에 의해 항복강도의 상승과 연성의 저하가 발생되었다. Ramberg-Osgood 모델을 기본 형태로 실험 자료를 회귀분석하여 항복강도와 존치기간을 고려한 굽힌 후 편 철근의 응력-변형률 관계를 구성하였다. 이 모델은 굽힌 후 편 철근이 사용된 접합부의 강성 평가에 활용될 수 있다.