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机译:考虑高低振幅载荷相互作用的新型组合高低周疲劳模型来估算钢桥的寿命
Ehime University, Department of Civil & Environmental Engineering, Bunkyo-cho 3, Matsuyama 790-8577, Japan;
Ehime University, Department of Civil & Environmental Engineering, Bunkyo-cho 3, Matsuyama 790-8577, Japan;
University of Peradeniya, Department of Civil Engineering, Peradeniya 20400, Sri Lanka;
Ehime University, Department of Civil & Environmental Engineering, Bunkyo-cho 3, Matsuyama 790-8577, Japan;
Ehime University, Department of Civil & Environmental Engineering, Bunkyo-cho 3, Matsuyama 790-8577, Japan;
high cycle fatigue; low cycle fatigue; combined damage; railway bridge;
机译:恒定振幅载荷下非比例低周期多轴疲劳寿命的简单能量模型
机译:高低周疲劳组合模型估算钢桥寿命
机译:恒定振幅载荷下焊接钢的高低周疲劳寿命估算:不同多轴损伤模型以及同相和异相载荷效应的分析
机译:X20Crmov12.1和P91钢疲劳寿命依赖性在热机械和等温疲劳相互作用条件下的依赖性研究
机译:钢桥的长寿命可变振幅疲劳行为。
机译:低碳钢及其焊接接头的高循环低循环极低循环疲劳和单调断裂行为
机译:在低周期疲劳中的缺口效果:第1次报告,低周疲劳强度为048%碳钢恒定负载幅度
机译:变桥长寿命疲劳载荷下钢桥构件