矿物注浆加固历史砌体:注浆三叶砌体结构性能模拟

D. Van Gemert, E. Toumbakari, S. Ignoul, K. Brosens
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引用次数: 2

摘要

[摘要]文献[1]讨论了历史砌体固结加固用矿物浆液的发展。注浆的性能必须抵消引发多叶历史砌体破坏机制并导致其倒塌的因素。本文提出了一种宏观方法来模拟三叶砌体的结构性能。基于外部叶片的属性和行为,结合三叶壁中央核心的属性和行为,使用了一种全局方法。通过与实验数据的比较,对模型进行了评价。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Consolidation and Strengthening of Historical Masonry by Means of Mineral Grouts: Modeling Structural Behavior of Grouted Three-Leaf Masonry
Abstract Development of mineral grouts for consolidation and strengthening of historical masonry was discussed in Ref. [1]. The properties of the injection grout must counteract the elements that initiate the failure mechanism of multiple leaf historical masonry and lead to its collapse. This paper presents a macro-approach to model the structural behavior of three-leaf masonry. A global approach is used, based on the properties and the behavior of the external leafs, in combination with the properties and behavior of the central core of the three-leaf wall. Evaluation of the models is made by comparison with experimental data.
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