Mathematic representation for critical anchorage length has been deduced on the basis of local - deformation assumption.

运用局部变形假定,推导出工程临界锚固长度的数学表达式.

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Anchorage length calculation methods of longitudinal steel bars in different building codes are introduced and compared.

介绍了国内外规范计算纵筋在混凝土中锚固长度的方法.

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