Analysis of the temperature effect on the stresses and deformations of GRP panels during the grouting process when using relining technology

IF 0.7 Q4 MECHANICS
Z. Fyall
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引用次数: 2

Abstract

Abstract The paper presents a numerical analysis of the behaviour of egg-shaped glass-reinforced plastic (GRP) panels during the grouting process when using short relining technology. The analysis was carried out for panels subjected to temperature changes. The temperature increase was caused by the heat of hydration of the grout. It was shown that temperature had a significant effect on the stresses occurring in the panels’ walls and also on their deformations. The analysis involved grout being added in a single stage and then in two stages for comparison. The distribution of stresses and deformations were examined for panels with different wall thicknesses that ranged from 12 to 20 mm. Extensive knowledge about the grouting process and the effect of temperature on the behaviour of GRP panels during the assembly stage when using short relining technology could make this non-disruptive technology more competitive with regards to the time of its implementation and its costs when compared to traditional methods.
分析了在注浆过程中温度对GRP板应力和变形的影响
摘要本文对采用短衬砌技术的蛋形玻璃钢(GRP)板在注浆过程中的性能进行了数值分析。对受温度变化影响的面板进行了分析。温度升高是由浆液的水化热引起的。结果表明,温度对板壁应力和板壁变形有显著影响。分析包括在单阶段加入灌浆,然后在两阶段进行比较。研究了不同壁厚的面板的应力和变形分布,范围从12到20毫米。在使用短衬砌技术时,对注浆过程和温度对装配阶段GRP板性能的影响的广泛了解可以使这种非破坏性技术在实施时间和成本方面与传统方法相比更具竞争力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.30
自引率
16.70%
发文量
20
审稿时长
16 weeks
期刊介绍: An international journal ‘Studia Geotechnica et Mechanica’ covers new developments in the broad areas of geomechanics as well as structural mechanics. The journal welcomes contributions dealing with original theoretical, numerical as well as experimental work. The following topics are of special interest: Constitutive relations for geomaterials (soils, rocks, concrete, etc.) Modeling of mechanical behaviour of heterogeneous materials at different scales Analysis of coupled thermo-hydro-chemo-mechanical problems Modeling of instabilities and localized deformation Experimental investigations of material properties at different scales Numerical algorithms: formulation and performance Application of numerical techniques to analysis of problems involving foundations, underground structures, slopes and embankment Risk and reliability analysis Analysis of concrete and masonry structures Modeling of case histories
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