机译:薄壁钢两剪螺栓单剪螺栓连接极限强度的有限元分析
Department of Architectural Engineering, Hanbat National University, Daejeon 305-719, South Korea;
Department of Architecture, Faculty of Engineering, The University of Tokyo, Tokyo 113-8656, Japan;
Department of Architectural Engineering, Hanbat National University, Daejeon 305-719, South Korea;
Department of Architectural Engineering, Hanbat National University, Daejeon 305-719, South Korea;
Department of Civil Engineering, Daejin University, Pocheon 487-711, South Korea;
thin-walled steel; two-row bolted connection; ultimate strength; curling; strength reduction; finite element analysis;
机译:薄壁碳钢螺栓连接极限性能的有限元分析
机译:瘦双相不锈钢单剪切螺栓连接与四个螺栓的终极强度
机译:薄壁不锈钢板静力剪切下螺栓连接的有限元建模
机译:单剪切冷成型不锈钢螺栓连接结构行为的有限元分析与两个螺栓连接
机译:用精细非线性3D有限元分析法建立和评估螺栓连接的响应和强度模型。
机译:带有超弹性形状记忆合金的螺栓连接的自松性能的有限元分析
机译:用四个螺栓固定铁素体不锈钢单剪切螺栓连接的极限强度估计