Experimental Study on Bearing Capacity of 3D Printing Reinforced Masonry Wall

被引：0

作者：

Ge J. ^{[1
]}

Bai J. ^{[1
]}

Yang Y. ^{[1
]}

Tian W. ^{[1
]}

机构：

[1] China Construction Eighth Engineering Division Co., Ltd., Shanghai

来源：

Jianzhu Cailiao Xuebao/Journal of Building Materials | 2020年 / 23卷 / 02期

关键词：

3D printing reinforced masonry wall; Axial compression; Bearing capacity; Common block reinforced masonry wall; Eccentric compression;

D O I：

10.3969/j.issn.1007-9629.2020.02.026

中图分类号：

学科分类号：

摘要：

Five 3D printing reinforced masonry walls and three common block reinforced masonry walls were tested under central and eccentric loading. The failure mode, deformation, and bearing capacity of 3D printing reinforced masonry walls and common block reinforced masonry walls were compared and analyzed, providing theoretical and design basis for the feasibility on 3D printing reinforced masonry wall. Experimental results indicate that compared with common block reinforced masonry walls, the integrity of 3D printing reinforced masonry wall is better, the bearing capacity of 3D printing reinforced masonry wall is 2 times that of common block reinforced masonry wall under compression. © 2020, Editorial Department of Journal of Building Materials. All right reserved.

引用

页码：414 / 420

页数：6

共 9 条

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