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Fatigue deterioration mechanisms of high-strength grout in compression

机译:压缩中高强度灌浆的疲劳劣化机制

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摘要

Recent modern constructions such as wind turbines require improved performance of concrete and grout, while being submitted to continuous cyclic loading during their service life. The application of these materials can be in the foundations, towers and connecting joints in the transition piece in offshore and onshore structures. Therefore this paper is focussed on the compressive behaviour of a high-strength grout. For this purpose, the fatigue behaviour of the grout is quantitively analysed by considering different stress levels and frequencies of loading. The damage mechanisms are identified from analysis of strain development, temperature increase and stiffness evolution. The sources of temperature increase are identified and the resulting induced damage mechanisms are presented. The loading frequency has a significant influence on the deterioration process, demonstrated from strain development and evolution of the secant modulus. Analogies with the compressive fatigue behaviour of high-strength concrete can be carried out. (C) 2020 Elsevier Ltd. All rights reserved.
机译:近期风力涡轮机的现代建筑需要改善混凝土和灌浆的性能,同时在其使用寿命期间提交连续循环加载。这些材料的应用可以在近海和陆上结构的过渡件中的基础,塔架和连接接头。因此,本文主要集中在高强度灌浆的压缩行为上。为此目的,通过考虑不同的应力水平和负载频率,定量分析灌浆的疲劳行为。从应变发育,温度升高和刚度演化的分析中确定了损伤机制。鉴定了温度升高源,并提出了所得诱导的损伤机制。负载频率对劣化过程具有显着影响,从割割模量的应变发育和演化中展示。可以进行具有高强度混凝土的压缩疲劳行为的类比。 (c)2020 elestvier有限公司保留所有权利。

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