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Interaction between settlement and shrinkage cracking in plastic concrete

机译:塑性混凝土中沉降与收缩裂缝的相互作用

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摘要

The plastic period in conventional concrete is dominated by two volume changes namely, plastic settlement and plastic shrinkage, which if restrained can result in cracking. Although both volume changes and the resulting cracking have been well documented cracking during the plastic period remains a problem. One reason is the complex interaction between these cracks. This paper shows the necessity of considering the combined effect of plastic settlement and plastic shrinkage cracking when investigating the cracking of plastic concrete. This is achieved by isolating both cracking types individually, followed by the interaction between these cracks. Plastic settlement cracking shows multiple tensile surface cracks and shear induced cracks below the surface. Plastic shrinkage cracking shows a single well defined crack pattern which forms suddenly throughout the entire depth of the concrete. When combined significant crack widening can occur long before normally expected due to the negative synergy between these two crack types. (C) 2018 Elsevier Ltd. All rights reserved.
机译:常规混凝土的塑性期主要受两个体积变化的影响,即塑性沉降和塑性收缩,如果受到限制,会导致开裂。尽管体积变化和由此产生的开裂都得到了充分的证明,但在塑性期间开裂仍然是一个问题。原因之一是这些裂缝之间的复杂相互作用。本文显示了在研究塑性混凝土的开裂时必须考虑塑性沉降和塑性收缩开裂的综合作用的必要性。这是通过分别隔离两种裂纹类型,然后隔离这些裂纹之间的相互作用来实现的。塑性沉降裂纹在表面下方显示出多个拉伸表面裂纹和剪切诱导裂纹。塑性收缩开裂显示出一个明确定义的裂缝模式,该模式突然在混凝土的整个深度形成。当结合使用时,由于这两种裂纹类型之间的负协同作用,很可能在正常预期之前就出现了明显的裂纹扩展。 (C)2018 Elsevier Ltd.保留所有权利。

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