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Behaviour of a Single Crack in Reinforced and Plain Concrete Subjected to Sustained Shear Loading: Empirical Formulae for the Crack Displacements

机译:承载剪切载荷下钢筋混凝土和单面混凝土单裂缝的性状:裂缝位移的经验公式

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Empirical formulae for the directly occurring crack displacements We 1 and Se 1 as well as for the time-dependent displacements Wc (t) and Sc (t) have been derived for cracked concrete specimens subjected to sustained shear loading. Steel bars perpendicularly crossing the crack-plane provided its restraint stiffness. Two cases have been distinguished: embedded reinforcing bars; free restraining rods. Both circumstances were evaluated by means of a regression analysis. (Copyright (c) 1986 DUT, Delft, Holland.)

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