Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar

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Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar

In this paper, the influence of aggregate size and volume fraction on shrinkage induced micro-cracking and permeability of concrete and mortar was investigated. Nonlinear finite element analyses of model concrete and mortar specimens with regular and random aggregate arrangements were performed. The aggregate diameter was varied between 2 and 16 mm. Furthermore, a range of volume fractions betw...

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Influence of aggregate size and volume fraction on 1 shrinkage induced micro - cracking of concrete and 2 mortar

9 In this paper, the influence of aggregate size and volume fraction on shrinkage induced micro-cracking and 10 permeability of concrete and mortar was investigated. Nonlinear finite element analyses of model concrete 11 and mortar specimens with regular and random aggregate arrangements were performed. The aggregate 12 diameter was varied between 2 and 16 mm. Furthermore, a range of volume fra...

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Effect of Aggregate Size on the Restrained Shrinkage of the Concrete and Mortar

Since the aggregate is 80 % of the total volume of the concrete and mortar, the characteristic properties of the aggregate affect the fresh and hardened properties of the concrete and mortar [1]. The characteristic properties of the aggregate such as the shape, the size and structure affect the properties of the fresh concrete and the mortar like workability, settlement, pumping and segregation...

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ژورنال

عنوان ژورنال: Cement and Concrete Research

سال: 2010

ISSN: 0008-8846

DOI: 10.1016/j.cemconres.2009.09.012