KSCE Journal of Civil and Environmental Engineering Research (대한토목학회논문집)
- Volume 4 Issue 1
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- Pages.125-136
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- 1984
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- 1015-6348(pISSN)
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- 2799-9629(eISSN)
Fatigue Creak Growth Properties of Welded Joint for the Railway Bridge Steel
철도교량(鐵道橋梁)의 용접부(鎔接部)에서 피로(疲勞)균열의 성장특성(成長特性)
- Received : 1984.01.26
- Published : 1984.03.31
Abstract
In the weled structures, fatigue fracture mainly depends upon crack growth behavior. Specially anisotropy of crack growth orientation and welding direction become important factor of fracture in the welding jone. When fatigue stressed steel welded with nonfatigue stressed steel, at the low stress intensity factor range, residual stress become more important factor of growth behavior then properties of base metal but when the crack growth in the weld metal, toughness of weld metal become the most important factor. Especially nonhomgeniety of toughness for the weld metal make more scatter the relations of
용접구조에서 피로파괴는 피로균열의 성장거동에 주로 지배를 받는다. 특히 용접방향과 피로균열 성장방향의 이방성은 용접부 피로파괴의 중요한 영향인자가 된다. 피로이력을 갖고 있는 강재와 피로이력이 없는 강재를 용접시 저
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