机译:GFRP拉挤梁的一阶,屈曲和后屈曲行为。第2部分:数值模拟
Department ofdvii Engineering and Architecture. IC1ST, Institute Superior Ticnico, Technical University of Lisbon, Av. Rovisco Pais 1, 1049-001 Lisbon, Portugal;
Department ofdvii Engineering and Architecture. IC1ST, Institute Superior Ticnico, Technical University of Lisbon, Av. Rovisco Pais 1, 1049-001 Lisbon, Portugal;
Department ofdvii Engineering and Architecture. IC1ST, Institute Superior Ticnico, Technical University of Lisbon, Av. Rovisco Pais 1, 1049-001 Lisbon, Portugal;
Department ofdvii Engineering and Architecture. IC1ST, Institute Superior Ticnico, Technical University of Lisbon, Av. Rovisco Pais 1, 1049-001 Lisbon, Portugal;
Department ofdvii Engineering and Architecture. IC1ST, Institute Superior Ticnico, Technical University of Lisbon, Av. Rovisco Pais 1, 1049-001 Lisbon, Portugal;
gfrp pultruded profiles; flexural behaviour; local buckling; lateral-torsional buckling; lateral-torsional post-buckling; generalised beam theory;
机译:GFRP拉挤梁的一阶,屈曲和后屈曲行为。第1部分:实验研究
机译:拉挤GFRP梁腹板-法兰连接处的屈曲前和屈曲后失效
机译:拉挤GFRP梁腹板-法兰连接处的屈曲前和屈曲后失效
机译:GFRP拉挤梁的一阶,屈曲和屈曲后行为:第二部分数值模拟
机译:纤维金属层合梁的对角张力屈曲和后屈曲。
机译:拉挤玻璃纤维增强聚合物(GFRP)角段屈曲分析
机译:GFRP拉挤构件用于建筑和环境遗产保护的动力学行为的数值分析和实验研究。
机译:弯曲铝合金板轴向压缩后屈曲行为的实验研究