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Hygrical shrinkage stresses in tiling systems: Numerical modeling combined with field studies

机译:贴砖系统中的水分收缩应力:数值模拟与现场研究相结合

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To track down potential sites of material failure in the tile-mortar-substrate systems, locations and intensities of stress concentrations owing to drying-induced shrinkage are investigated. For this purpose, mechanical properties were measured on real systems and used as input parameters for numerical modeling of the effect of shrinkage of substrate and/or mortar using the finite element code Abaqus. On the base of different geometrical set-ups we demonstrate that stress concentrations in the mortar can become critical when (i) substantial mortar shrinkage occurs, (ii) substrate shrinkage can accumulate over considerable spatial distances, particularly (iii) in situations where the mortar layer is not separated from the substrate by a flexible waterproofing membrane. Hence material failure in the system tile-mortar-substrate can be prevented (or reduced) by (i) an application of the tiles after the major stages of substrate shrinkage, (ii) the use of elasto-plastic deformable tile adhesives which can react elastically on local stress concentrations, (iii) the implementation of flexible membranes, and (iv) a reduction of the field size by the installation of flexible joints. (C) 2014 Elsevier Ltd. All rights reserved.
机译:为了追踪瓷砖-砂浆-基材系统中潜在的材料破坏部位,研究了由于干燥引起的收缩而引起的应力集中的位置和强度。为此,在实际系统上测量了机械性能,并使用有限元代码Abaqus将其用作输入参数,用于对基材和/或砂浆的收缩效果进行数值模拟。根据不同的几何设置,我们证明当(i)发生大量砂浆收缩时,(ii)基材收缩率会在相当大的空间距离上累积,特别是(iii)在砂浆中的情况下,砂浆中的应力集中会变得至关重要。柔性防水膜不会将防水层与基材分离。因此,通过(i)在基材收缩的主要阶段之后施加瓷砖,(ii)使用可发生反应的弹塑性可变形瓷砖粘合剂,可以防止(或减少)瓷砖系统中的材料失效。 (iii)实施柔性膜,以及(iv)通过安装柔性接头来减小场的大小。 (C)2014 Elsevier Ltd.保留所有权利。

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