The Generation of a Three-Dimensional Aggregate Model for Concrete Based on Unity3D

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Abstract:

The simulation analysis is an important part of theoretical study on concrete materials. It is a kind of quantitative analysis method of making full use of the computer technology and it has the advantages of high efficiency, safety, fewer limits of environmental conditions, easy change of the time and size etc. Quickly generation of a three-dimensional aggregate structure is a very important prerequisite for the computer simulation analysis of concrete. In this paper, in order to meet the demand of analysis and simulation, based on the technology of Unity3D,the program of three-dimensional aggregate is written, designed to use a large number of existing tools to quickly generate a concrete aggregate model as simple as possible.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

3196-3199

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Online since:

March 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. LIANG, Z. k. LOU and J. h. HAN: Modelling analysis of the concrete aggregate based on AUTOCAD. Journal of Hydraulic Engineering, 42: 11, 1379-1383. (2011). ( In Chinese).

Google Scholar

[2] G.T. LIU and Z.G. GAO: Random 3-D aggregate structure. Journal of Tsinghua University (Science and Technology), 43: 8, 1120-1123. (2003). ( In Chinese).

Google Scholar

[3] C.B. DU and L.G. SUN: Numerical simulation of concrete aggregates with arbitrary shapes and its application. Journal of Hydraulic Engineering, 37: 6, 662-667. (2006). ( In Chinese).

Google Scholar

[4] X.G. SONG and Z.C. YANG: Random Walking Algorithm for Polygonal Concrete Aggregate Packing. Chinese Journal of Applied Mechanics, 26: 4, 808-811. (2009). ( In Chinese).

Google Scholar

[5] Y.B. ZHOU, Q.D. YAN and H. C. LI: Collision Detection Algorithms Analysis in Virtual Environment. Journal of System Simulation, 18: 8, 103-107. (2006). ( In Chinese).

Google Scholar