吉林大学学报(工学版) ›› 2025, Vol. 55 ›› Issue (10): 3253-3261.doi: 10.13229/j.cnki.jdxbgxb.20231432
• 交通运输工程·土木工程 • 上一篇
Hua-wen YE1,2(
),Jia-lin DENG1,Zhi-hao FENG1,Zhe YANG1,Wei-zhou PAN1
摘要:
针对开裂薄壁钢圆管在拉-扭复合疲劳加载作用下的寿命评估问题,本文进行了裂纹扩展机理的研究。首先,基于最大周向应力准则和Paris公式,建立拉-扭双轴比例同相循环荷载下预裂薄壁钢圆管的裂纹扩展分析模型;其次,基于既有疲劳试验,联合采用有限元软件ANSYS和FRANC3D的交互技术,模拟钢圆管裂纹扩展行为,验证本文复合型裂纹扩展分析模型;最后,基于有限元模型,对剪-拉应力比、径厚比、初始损伤尺寸等因素进行参数分析。结果表明:本文所提分析模型可准确预测拉-扭复合疲劳加载作用下薄壁钢圆管(径厚比超过10)的裂纹扩展行为;在拉-扭同相比例疲劳加载情况下,薄壁钢管复合型裂纹很快退化为张开型(Ⅰ型)裂纹,且裂纹扩展角度由最大名义剪-拉应力比决定;在最大主拉应力、应力比相同及小范围屈服条件下,剪-拉应力比和初始损伤长度是影响钢管复合型裂纹扩展行为的主要因素。
中图分类号:
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