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Early-age strain-stress relationship and cracking behavior of slag cement mixtures subject to constant uniaxial restraint

机译:单轴恒定约束下矿渣水泥混合料的早期应变-应力关系和开裂行为

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In this study, the early-age strain-stress development of mixtures containing slag cement was measured on uniaxially restrained specimens using a specially designed testing frame starting right after casting. It was found that thermal deformation dominates early-age stress development in low w/cm and low slag cement paste systems. While for concrete, autogenous shrinkage is the major contributing factor for tensile stress development. The early-age stress development of uniaxially restrained cementitious mixture specimens is profoundly influenced by the overt early-age relaxation effect, such that the compressive stress is significantly reduced and tensile stress develops before shrinkage begins. A linear shrinkage and tensile stress relationship is found to exist in mixtures subject to such constant restraint, regardless of w/cm and slag cement contents. Slag cement has the benefit of delaying tensile stress development and cracking time because of the reduced early-age thermal effect as compared to the ordinary Portland cement mixture. The cracking of the slag cement mixture is mainly due to the greater long-term autogenous shrinkage. The cracking time is found closely related to the shrinkage rate rather than the shrinkage magnitude, a unique relationship can be used to describe such phenomenon.
机译:在这项研究中,使用铸造后刚开始使用专门设计的测试框架,在单轴约束试样上测量了含矿渣水泥混合物的早期应变应力发展。发现在低w / cm和低矿渣水泥浆体系中,热变形主导了早期应力的发展。对于混凝土,自生收缩是产生拉应力的主要因素。单轴约束胶凝混合物标本的早期应力发展受到明显的早期弛豫效应的严重影响,以致压缩应力显着降低,而拉应力在收缩开始之前就发展了。发现在受到这种恒定约束的混合物中存在线性收缩和拉伸应力的关系,而与w / cm和矿渣水泥含量无关。与普通的硅酸盐水泥混合物相比,矿渣水泥具有延迟拉伸应力发展和裂化时间的优点,因为其降低了早期热效应。矿渣水泥混合物的开裂主要是由于较大的长期自发收缩。发现开裂时间与收缩率而不是收缩量密切相关,可以使用独特的关系来描述这种现象。

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