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首页> 外文期刊>Experimental Techniques >TEST METHOD FOR EVALUATION OF PLASTIC SHRINKAGE CRACKING IN FIBER-REINFORCED CEMENTITIOUS MATERIALS
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TEST METHOD FOR EVALUATION OF PLASTIC SHRINKAGE CRACKING IN FIBER-REINFORCED CEMENTITIOUS MATERIALS

机译:评估纤维增强水泥质材料塑性收缩开裂的试验方法

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摘要

Plastic or early-age shrinkage cracking remains a critical concern for cement-based repairs and overlays. There are several reasons for this concern: First, for a better bond, cement-based repair materials generally carry large amounts of cements which increases the overall shrinkage; second, the substrate offers a high level of restraint, thereby increasing the possibility of developing tensile stresses sufficient to cause tensile cracking in the overlays; and finally, it is often difficult, if not impossible, to properly cure repair materials. Cracking, if it occurs, negatively affects the durability of both the repair material and the substrate and allows the ingress of deleterious chemicals that damage and weaken the interface and promote rebar corrosion. Apart from repairs and patching, early-age shrinkage cracking remains a concern for numerous other large surface area placements including slabs-on-grade, tilt-up-construction, precast panels, and shotcrete linings.
机译:塑料或早期收缩裂缝仍然是水泥基修补和覆盖层的关键问题。引起这种担忧的原因有几个:首先,为了获得更好的粘结性,水泥基修补材料通常会承载大量水泥,从而增加了总体收缩率;第二,基底提供了高水平的约束力,从而增加了产生足以在覆盖层中引起拉伸裂纹的拉伸应力的可能性。最后,如果不是不可能的话,通常很难正确地修复修补材料。裂纹(如果发生)会对修补材料和基材的耐用性产生负面影响,并允许有害化学物质进入,从而破坏和削弱界面并促进钢筋腐蚀。除了修补和修补之外,早期的收缩裂缝仍然是许多其他大表面积放置的问题,其中包括高等级平板,向上倾斜的建筑,预制板和喷射混凝土衬砌。

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