混凝土信息建模:现状与发展前景

Q4 Engineering
Aleksey Makeev
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引用次数: 0

摘要

该出版物涉及建筑材料科学的数字化问题。它说明了开发混凝土数字模型对于解决混凝土结构设计和合成的优化问题、明确建筑结构计算方法和改进其生产技术的意义。在系统建筑材料科学和技术发展阶段的背景下,分析了混凝土信息模型的演变。 综述了国内外科学研究中混凝土结构计算机建模的主要现代方法。指出这些方法没有考虑到混凝土结构的复杂性。在文章中,混凝土被表述为一种具有分层组织结构的集合体复合材料,其尺寸从 10-10 米到 10-1 米不等,至少有 5-6 个尺度等级和三种类型的子结构设计。子结构在规模、成因和力学特性表现方面各不相同。第一类子结构具有宏观、中观和微观尺度的特征。它是由空间上连续的基体和离散的确定性和随机分布的夹杂物组成的两部分 "结构"。第二种类型是指亚微米、超微米和纳米尺度。它被认为是一种 "微尺度空间结构",由固结的单个晶体差异形成新的胶结物质。第三种是胶结物质新形成的原子-分子结构。 每种亚结构的特点是根据以下因素确定的:成分的规模;形成的特点;特性的力学表现;设计标准;合成手段。假定了三种混凝土下部结构建模的特殊性,并将其整合到一个数字模型中。任务是为这种模型开发一个信息平台。该平台应包括:理论知识库;经验数据库;分析、数值和统计模型数据库;设计和综合结构的算法;优化标准和边界条件;混凝土计算机建模的职权范围。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
INFORMATION MODELING OF CONCRETE: CURRENT STATUS AND DEVELOPMENT PROSPECT S
The publication relates to the problems of digitalization of building materials science. The relevance of developing a digital model of concrete for solving optimization problems of design and synthesis of its structure, clarifying methods for calculating building structures, and improving the technology of their production is shown. The evolution of information modeling of concrete is analyzed in the context of the stages of development of system-building materials science and technology. A review of the main modern methods of computer modeling of concrete structure in domestic and foreign scientific research is provided. It is noted that these methods do not take into account the complexity of the structure of concrete. In the article, concrete is presented as a conglomerate composite with a hierarchically organized structure with dimensions from 10-10 to 10-1 m. It has a minimum of 5-6 scale levels and three types of substructure design. Substructures differ in their scale, genesis and mechanics of manifestation of properties. The first type of substructure is characteristic of the macro-, meso- and micro-scale levels. It is accepted in the form of a two-component “construction” of a spatially continuous matrix and discrete inclusions deterministically and stochastically distributed in it. The second type refers to the submicro-, ultra-micro- and nanoscale levels. It is believed to be in the form of a “microscale spatial structure” of new formations of a cementing substance from consolidated individual crystalline differences. The third type corresponds to the atomic-molecular structure of new formations of the cementing substance. The characteristics of each type of substructure are given according to: the scale of the components; features of formation; mechanics of properties manifestation; design criteria; means of synthesis. An assumption is made about the specificity of modeling each of the three types of concrete substructures and their integration into a single digital model. The task is to develop an information platform for such a model. The platform should include: a theoretical knowledge base; empirical data base; database of analytical, numerical and statistical models; algorithms for designing and synthesizing structures; optimization criteria and boundary conditions; terms of reference for computer modeling of concrete.
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来源期刊
CiteScore
0.80
自引率
0.00%
发文量
43
审稿时长
4 weeks
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