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Modeling method of fully-graded concrete three-dimensional mesoscopic model containing random defects

A model modeling and concrete technology, applied in 3D modeling, computer material science, computer-aided design, etc., can solve the problems of uncontrollable aggregate gradation, complex degree, no introduction of pores, etc., and achieve obvious computing efficiency advantages Effect

Pending Publication Date: 2022-01-28
TAIYUAN UNIV OF TECH
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Problems solved by technology

[0006] The purpose of the present invention is to solve the technical problems that the aggregate gradation cannot be controlled, the degree is complicated and the stomatal defects of random distribution are not introduced in the existing method of building concrete three-dimensional mesoscopic model based on Voronoi technology, and to provide a concrete with random defects Modeling method of three-dimensional mesoscopic model of fully graded concrete

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  • Modeling method of fully-graded concrete three-dimensional mesoscopic model containing random defects
  • Modeling method of fully-graded concrete three-dimensional mesoscopic model containing random defects
  • Modeling method of fully-graded concrete three-dimensional mesoscopic model containing random defects

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Embodiment Construction

[0052] The present invention will be further described below in conjunction with drawings and embodiments.

[0053] A method for modeling a three-dimensional mesoscopic model of fully graded concrete containing random defects in this embodiment comprises the following steps:

[0054] Step 1: Establish a length 100cm, width 100cm, height 100cm, volume 100 3 cm 3 Cube (a special cuboid), 2000 seed points are distributed in the cuboid;

[0055] Step 2: Divide the cuboid described in Step 1 into a three-dimensional Voronoi graph with an irregularity K=0.2 to generate 2000 substantially equal-diameter convex polyhedron cells. Delete the convex polyhedron cells that do not completely fall within the cuboid area, and the final remaining convex polyhedron cells are 1055, such as figure 1 shown. For each convex polyhedron cell, calculate the distance between two adjacent vertices on the cell, and when the distance between two adjacent vertices is less than 0.1, merge the two vertic...

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Abstract

The invention relates to a modeling method of a full-graded concrete three-dimensional mesoscopic model containing random defects. The modeling method mainly solves the important problems in the current concrete mesoscopic modeling process that (1) complex aggregate convexity judgment and aggregate intersection and overlapping judgment are difficult to avoid by most modeling methods; (2) a modeling method based on a traditional Voronoi technology is difficult to meet the requirement of aggregate grading; (3) random defects are difficult to introduce into the mesoscopic model; and (4) the modeling efficiency needs to be further improved. The method comprises the following steps: performing a random shrinkage process meeting aggregate grading requirements on each convex polyhedron cell element in a three-dimensional Voronoi graph by taking a corresponding nucleation point as a center, and generating a random aggregate model with four-grade distribution; and the random spherical pore defect with the required volume content is rapidly introduced outside the aggregate distribution area, and finally the full-graded concrete mesoscopic model containing the random defect is established. According to the modeling method, random defects are introduced. Meanwhile, the aggregate grading requirement can be accurately met, and the modeling method has the very obvious efficiency advantage.

Description

technical field [0001] The invention belongs to the research field of concrete mesoscopic modeling, in particular to a method for modeling a three-dimensional mesoscopic model of fully graded concrete with random defects. Background technique [0002] As a complex multiphase heterogeneous composite material, concrete's physical and mechanical properties are closely related to its internal complex mesostructure, such as aggregate shape, gradation, and randomly distributed internal defects. How to make the shape and distribution of the internal mesostructure of concrete more consistent with the real situation has become a hot research topic at present. [0003] At present, the three-dimensional mesoscopic modeling methods of concrete mainly contain two categories: one is the image processing method based on scanning imaging technology, such as the CT image recognition method adopted in the invention patent application (CN 109087396 A, CN 108932393 A); the other is based on com...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/20
CPCG06F30/20G06T17/00G16C20/80G16C60/00G06F2113/26
Inventor 张杰王志华树学峰王志勇陈青青
Owner TAIYUAN UNIV OF TECH
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