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Restrained Stress Development in Hardening Mortar Internally Cured with Superabsorbent Polymers under Autogenous and Drying Conditions

机译:在自生和干燥条件下抑制硬化砂浆内部固化砂浆的应力发育

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摘要

This study reports the results of a series of experiments, particularly paying attention to the early-age behavior and response of hardening mortars incorporating different types and contents of superabsorbent polymer (SAP) under autogenous (sealed) and drying shrinkage (unsealed) conditions. To achieve this primary aim, the effects of SAP type (i.e., cross-linking density and grain size) and content on the internal relative humidity (IRH) changes and corresponding free shrinkage behavior, restrained stress development, and cracking potential of the mortar were extensively measured and analyzed, along with their strength and set time properties. The results of this study have shown that the internal curing (IC) via SAP effectively counteracted the early-age residual stress build-up due to autogenous shrinkage, as many other former studies described. No or little tensile residual stresses due to autogenous shrinkage took place when more than 0.4% SAP was added, regardless of the SAP type. However, it should be mentioned that the addition of SAP, irrespective of its content and type, hardly improved the shrinkage cracking resistance of the mortar when directly exposed to drying environment at early ages.
机译:本研究报告了一系列实验的结果,特别注意了在自生(密封)和干燥收缩(未密封)条件下加入不同类型和超吸收性聚合物(SAP)的不同类型和含量的硬化砂浆的早期行为和响应。为了实现这一主要目的,SAP类型(即交联密度和粒度)的影响和内容对内部相对湿度(IRH)的变化和相应的自由收缩行为,受限制的应力发育和砂浆的开裂电位广泛测量和分析,以及它们的强度和设定时间特性。该研究的结果表明,通过SAP的内部固化(IC)有效地抵消了由于自体收缩而产生的早期残留应力累积,因为许多其他以前描述的前一种研究。无论SAP型加入多于0.4%SAP,在加入大于0.4%的SAP时,不会发生由于自生收缩而没有少的拉伸残余应力。然而,应该提到的是,当在早期暴露于干燥环境时,不管其含量和型如何,砂浆的收缩裂化抗性耐脉冲裂解阻力几乎没有改善砂浆的收缩裂化抗性。

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