大梁
变硬
结构工程
剪切（地质）
横截面
工程类
材料科学
极限荷载
复合材料
有限元法
出处
期刊：Journal of the Structural Division
[American Society of Civil Engineers]
日期：1961-10-01
卷期号：87 (7): 151-180
被引量：217
标识
DOI：10.1061/jsdeag.0000697
摘要
A study of the shear strength of plate girders is presented. In utilizing the postbuckling strength offered by the transverse stiffening of girders, new design rules are proposed. The new approach is checked with ultimate load tests carried out at Fritz Engineering Laboratory.
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