机译:边界条件和轴向变形对带夹层滑移的两层复合柱屈曲性能的影响
University of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, SI-1115 Ljubljana, Slovenia;
rnUniversity of Ljubljana, Faculty of Civil and Geodetic Engineering, Jamova 2, SI-1115 Ljubljana, Slovenia;
boundary conditions; stability; buckling; analytical solutions; composite column; reissner beam; slip; axial deformation; critical load; elasticity; layers;
机译:具有层间滑移和随机材料特性的两层复合柱的屈曲载荷
机译:具有层间滑移和隆起的两层复合Reissner柱的精确屈曲载荷
机译:横向剪切变形对带夹层滑移的两层组合柱屈曲的影响
机译:不确定支撑边界条件对轴向加载光束柱屈曲负荷的影响
机译:边界条件下轴压各向异性层合复合板/板的分析和有限元屈曲解
机译:压缩下增强UHPC-NSC复合柱的轴向行为
机译:边界条件和轴向变形对带夹层滑移的两层复合柱屈曲性能的影响
机译:边界条件对长柱范围内均匀正交各向异性复合材料轴向轴压缩屈曲的影响