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Influence of Footing Dimensions on Early-Age Temperature Development and Cracking in Concrete Footings

机译:基础尺寸对混凝土基础早期温度发展和开裂的影响

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This article presents the findings of an investigation that used finite-element analysis to determine the influence of a concrete footing's dimensions on its temperature development and cracking at early age. A three-dimensional finite-element model was used to predict temperatures in the footing and to assess cracking potential of the concrete. A parametric study consisting of 63 finite-element analyses was conducted on three different footing shapes: (1) a cubic shape, (2) a length: width: depth ratio of 4: 4: 1, and (3) a length: width: depth ratio of 4:2:1. Volume-to-surface area ratios (v/a) ranged from 0.33 to 4.0 m. The results showed that cracking potential does not depend on a footing's dimensions when its v/a is 1.3mor greater. Rectangular footings that have the same v/a but different shapes (dimensional proportions) developed a similar maximum temperature, a similar maximum temperature differential, and a similar minimum crack index under the same insulation condition. Smaller footings allowed slightly higher maximum temperature differential before thermal cracking occurred. (C) 2014 American Society of Civil Engineers.
机译:本文介绍了一项调查的发现,该调查使用有限元分析来确定混凝土基脚尺寸对其早期温度发展和开裂的影响。使用三维有限元模型来预测基础温度,并评估混凝土的开裂可能性。在三种不同的立足点形状上进行了包含63个有限元分析的参数研究:(1)立方体形状;(2)长度:宽度:深度比为4:4:1;(3)长度:宽度:深度比为4:2:1。体积与表面积之比(v / a)为0.33至4.0 m。结果表明,当v / a大于1.3mor时,开裂的可能性与支脚的尺寸无关。具有相同v / a但形状(尺寸比例)不同的矩形基础在相同的绝缘条件下具有相似的最高温度,相似的最大温差和相似的最小裂纹指数。较小的立足点允许在发生热裂纹之前的最大温差略高。 (C)2014年美国土木工程师学会。

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