Mechanical properties of structures 3D printed with cementitious powders

被引:248
|
作者
Feng, Peng [1 ]
Meng, Xinmiao [1 ]
Chen, Jian-Fei [2 ]
Ye, Lieping [1 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, MOE Key Lab Civil Engn Safety & Durabil, Beijing 100084, Peoples R China
[2] Queens Univ Belfast, Sch Planning Architecture & Civil Engn, Belfast, Antrim, North Ireland
基金
中国国家自然科学基金;
关键词
3D printing; Cementitious material; Layered structure; Automatic construction; Stress-strain relationship; Maximum stress criterion; Anisotropic structure; CONSTRUCTION; TECHNOLOGIES;
D O I
10.1016/j.conbuildmat.2015.05.132
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The three dimensional (3D) printing technology has undergone rapid development in the last few years and it is now possible to print engineering structures. This paper presents a study of the mechanical behavior of 3D printed structures using cementitious powder. Microscopic observation reveals that the 3D printed products have a layered orthotropic microstructure, in which each layer consists of parallel strips. Compression and flexural tests were conducted to determine the mechanical propertiesand failure characteristics of such materials. The test results confirmed that the 3D printed structures are laminated with apparent orthotropy. Based on the experimental results, a stress-strain relationship and a failure criterion based on the maximum stress criterion for orthotropic materials are proposed for the structures of 3D printed material. Finally, a finite element analysis was conducted for a 3D printed shell structure, which shows that the printing direction has a significant influence on the load bearing capacity of the structure. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:486 / 497
页数:12
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