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2010年07 期
| 標(biāo)題 |
| 方形鋼管混凝土軸壓柱局部屈曲的有限元分析(50 卷) |
| 英文標(biāo)題 |
| Finite element analysis on local buckling of square steel tube concrete axial compression column |
| 摘要 |
| 分別建立方形空鋼管柱和方形鋼管混凝土柱的有限元分析模型，并對兩者進(jìn)行屈曲分析。通過與相關(guān)試驗數(shù)據(jù)以及理論計算結(jié)果比較，發(fā)現(xiàn)有限元分析結(jié)果與試驗數(shù)據(jù)吻合良好，表明所采用的有限元分析模型是合理的，可用于評估方形鋼管混凝土柱鋼管壁的屈曲強(qiáng)度。 |
| 作者 |
| 新聞作者:龍躍凌， 金雪峰 |
| 關(guān)鍵字 |
