Holistic modelling approach for special concrete: from fresh- to hardened-state

Q2 Engineering
S. Cavalaro, A. Blanco, R. Pieralisi
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引用次数: 3

Abstract

In the construction industry, the design of dimensions and material properties is generally separated from the design of material composition and of the production processes used. Such divide is enabled by robust construction materials (like concrete) little affected by production processes if minimum precautionary measures are in place. The same does not hold true for special concrete types; whose higher sensibility compels a shift towards more comprehensive approaches that assimilate the production process in a holistic design. The design driven by integrated numerical simulations encompassing from production to the long-term performance is already ordinary in the manufacturing of plastic and metallic parts. Nevertheless, it remains an alien to the construction industry. The objective of this paper is to review existing studies that might underpin this holistic design approach in construction and show some of its capabilities. Advanced modelling strategies available to simulate the behaviour from the fresh- to the hardened-state are discussed for the cases of pervious concrete and fibre reinforced concrete. This approach provides a deeper insight about the material behaviour and aids to a new level of numerical optimisation of their compositions and production processes, unlocking a potential transformation of the modus operandi of the construction industry.
特殊混凝土的整体建模方法:从新鲜状态到硬化状态
在建筑行业中,尺寸和材料性能的设计通常与材料成分和所使用的生产工艺的设计分开。如果采取最低限度的预防措施,这种隔离是由坚固的建筑材料(如混凝土)实现的,这些材料几乎不受生产过程的影响。对于特殊的具体类型,情况并非如此;其更高的敏感性迫使转向更全面的方法,在整体设计中吸收生产过程。由集成数值模拟驱动的设计涵盖了从生产到长期性能,在塑料和金属部件的制造中已经很常见。然而,它仍然是建筑行业的异类。本文的目的是回顾现有的研究,这些研究可能会在建筑中支持这种整体设计方法,并展示其一些能力。讨论了透水混凝土和纤维增强混凝土从新状态到硬化状态的高级建模策略。这种方法提供了对材料性能的更深入的了解,并有助于对其成分和生产过程进行新的数值优化,从而开启了建筑行业操作方式的潜在转变。
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
RILEM Technical Letters
RILEM Technical Letters Materials Science-Materials Science (all)
CiteScore
5.00
自引率
0.00%
发文量
13
审稿时长
10 weeks
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