A calculation model for the interfacial shear stress of the reinforced concrete beam strengthened with prestressed CFRP sheets was built based on the elasticity theory after releasing and loading.
采用弹性理论方法，建立了预应力碳纤维布加固钢筋混凝土梁在放张和承载后界面剪应力的理论计算模型。
Some of the important interfacial characteristics that critically control the performance of a composite material were quantified through MM simulations and elasticity calculations.
一些重要的界面严重控制的一种表现的特点通过MM的模拟复合材料进行了量化和弹性的计算。
Some of the important interfacial characteristics that critically control the performance of a composite material were quantified through MM simulations and elasticity calculations.
一些重要的界面严重控制的一种表现的特点通过MM的模拟复合材料进行了量化和弹性的计算。
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