摘要
阐明斜拉桥钢箱主梁加劲翼缘板受压时的工作表现 ,根据弹性稳定理论和弹塑性稳定理论 ,运用能量法则 ,提出其受压翼缘局部稳定分析模型 ,得到受压翼缘板临界应力计算值 ,并与试验结果比较。
Working forms of the pressed flanges with reinforced plate are described here Based on the elastic stability theory and elastic plastic stability theory and with applying energy principle,it puts forward the analysis model of the local stability of the pressed flanges and calculates the critical stress The analysis results are compared with the experiment results
出处
《钢结构》
2002年第3期25-26,共2页
Steel Construction
