首页> 外文会议>International conference on structural engineering, mechanics and computation >Experimental investigation on the fatigue strength assessment of welded joints made of S1100 ultra-high-strength steel in as-welded and post-weld treated condition
【24h】

Experimental investigation on the fatigue strength assessment of welded joints made of S1100 ultra-high-strength steel in as-welded and post-weld treated condition

机译:用焊接和焊接后处理的S1100超高强度钢焊接疲劳强度评价疲劳强度评价的实验研究

获取原文

摘要

In this paper, a fatigue test program including 24 tested specimens made of S1100 steel was carried out to investigate the fatigue performance of the ultra-high-strength steel (UHSS) welded joints in the as-welded (AW) and post-weld treated (PWT) condition. Fatigue strength was assessed using the conventional stress-based methods, i.e. nominal stress, structural hot spot (HS) stress and effective notch stress (ENS) approaches, and using a novel multi-parametric fatigue design approach, named as the 4R method. The results showed a good correspondence between the experimental results and computed fatigue lives when using the 4R method. The conventional methods showed conservative results in R = 0.1 loading, and unconservative results in R = 0.5 loading, respectively.
机译:在本文中,进行了一种疲劳测试程序,包括由S1100钢制成的24个测试样品,以研究超高强度钢(UHSS)焊接接头在焊接(AW)和焊接后处理的疲劳性能(PWT)条件。使用常规应力的方法评估疲劳强度,即标称应力,结构热点(HS)应力和有效的凹口压力(ENS)方法,并使用一种名为4R方法的新型多参数疲劳设计方法。结果表明,使用4R法试验结果与计算的疲劳寿命之间存在良好的对应关系。常规方法显示r = 0.1载荷的保守结果,分别在r = 0.5加载中产生unformative。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号