回字形3D打印混凝土受压性能试验及数值模拟

硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (6): 1980-1986.

所属专题：水泥混凝土

回字形3D打印混凝土受压性能试验及数值模拟

张海燕¹, 唐国铭¹, 过民龙², 康胜国³

1.华南理工大学亚热带建筑科学国家重点实验室,广州 510640;
2.广东建科创新技术研究院有限公司,广州 528400;
3.中铁建设集团南方工程有限公司,广州 511400

收稿日期:2023-03-27 修订日期:2023-03-27 出版日期:2023-06-15 发布日期:2023-06-25
作者简介:张海燕(1978—),女,博士,教授。主要从事绿色混凝土材料及构件性能的研究。E-mail:zhanghy@scut.edu.cn
基金资助:
广东省重点领域研发计划项目(2019B111107003)

Tests and Numerical Simulation on Compressive Properties of 3D Printing Concrete along Rectangular-Ambulatory-Plane Path

ZHANG Haiyan¹, TANG Guoming¹, GUO Minlong², KANG Shengguo³

1. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China;
2. Guangdong Jianke Innovation Technology Research Institute Co., Ltd., Guangzhou 528400, China;
3. China Railway Construction Group South Engineering Co., Ltd., Guangzhou 511400, China

Received:2023-03-27 Revised:2023-03-27 Online:2023-06-15 Published:2023-06-25

摘要/Abstract

摘要： 本文将回字形3D打印混凝土试样切割成中心回字型、边缘条纹型和角部拐角型三种类型试块,开展X、Y和Z三个方向的抗压强度试验,并利用基于界面黏结的有限元模型模拟其受压行为,探究回字形3D打印混凝土的强度不均匀性、各向异性和形成机理。结果表明:三种类型试块均为X向(顺打印条带方向)抗压强度最高,Z向(逐层叠加方向)强度最小,其中,中心回字型试块三个方向的平均强度最高,各向异性也最显著,但总体而言三种类型试块的平均强度差异不大;有限元模型的强度计算结果及损伤特征与试验结果基本吻合,说明黏结单元的引入能较好地模拟3D打印混凝土的界面行为;与受力方向垂直的水平界面对强度影响较大,不同加载方向上此类界面的数量和分布不同是导致3D打印混凝土强度各向异性的主要原因。上述研究为3D打印混凝土的打印路径规划提供了参考。

关键词: 3D打印混凝土, 回字形, 数值模拟, 界面黏结, 黏结单元, 各向异性

Abstract: The concrete samples of 3D printing along rectangular-ambulatory-plane (R-a-p) path were cut into three types of test cubes: R-a-p, stripe and corner. Compressive strength tests were conducted on these specimens in X, Y and Z directions, and their compressive behaviors were simulated using the finite element models based on the interface bonding. The strength inhomogeneity, anisotropy and formation mechanism of 3D printing along R-a-p path were investigated. The test results show that the highest compressive strength of the three types specimens is in the X direction (along the printed strip direction), the lowest is in the Z direction (layer-by-layer stacking direction) and the R-a-p specimens exhibit the highest average strength of three directions and the most significant strength anisotropy. Overall, there is no great difference between the average strength of three types cubes. The strength calculation results and damage characteristics from finite element models are basically consistent with the experimental results, implying that the introduction of cohesive element can better simulate the interface behavior of 3D printing concrete. The horizontal interface perpendicular to the loading direction has a great influence on the strength, and the difference in the number and distribution of these interfaces in different loading directions is the main reason for the strength anisotropy of 3D printing concrete. The research provides a reference for the printing path planning of 3D printing concrete.

Key words: 3D printing concrete, rectangular-ambulatory-plane, numerical simulation, interface bonding, cohesive element, anisotropy

中图分类号:

TU528

张海燕, 唐国铭, 过民龙, 康胜国. 回字形3D打印混凝土受压性能试验及数值模拟[J]. 硅酸盐通报, 2023, 42(6): 1980-1986.

ZHANG Haiyan, TANG Guoming, GUO Minlong, KANG Shengguo. Tests and Numerical Simulation on Compressive Properties of 3D Printing Concrete along Rectangular-Ambulatory-Plane Path[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2023, 42(6): 1980-1986.

参考文献

[1] NGUYEN-VAN V, LI S, LIU J L, et al. Modelling of 3D concrete printing process: a perspective on material and structural simulations[J]. Additive Manufacturing, 2023, 61: 103333.
[2] 孙凯利, 吴翔强, 蔺喜强, 等. 混凝土3D打印材料及3D打印模板技术应用进展[J]. 硅酸盐通报, 2021, 40(6): 1832-1843.
SUN K L, WU X Q, LIN X Q, et al. Research progress on concrete materials for 3D printing and 3D printing formwork technology[J]. Bulletin of the Chinese Ceramic Society, 2021, 40(6): 1832-1843 (in Chinese).
[3] ASPRONE D, AURICCHIO F, MENNA C, et al. 3D printing of reinforced concrete elements: technology and design approach[J]. Construction and Building Materials, 2018, 165: 218-231.
[4] LE T T, AUSTIN S A, LIM S, et al. Hardened properties of high-performance printing concrete[J]. Cement and Concrete Research, 2012, 42(3): 558-566.
[5] PAUL S C, TAY Y W D, PANDA B, et al. Fresh and hardened properties of 3D printable cementitious materials for building and construction[J]. Archives of Civil and Mechanical Engineering, 2018, 18(1): 311-319.
[6] XIAO J Z, LIU H R, DING T. Finite element analysis on the anisotropic behavior of 3D printed concrete under compression and flexure[J]. Additive Manufacturing, 2021, 39: 101712.
[7] 马国伟, 柴艳龙, 王里, 等. 3D打印陶砂轻质混凝土的制备与力学性能测试[J]. 实验力学, 2020, 35(1): 58-66.
MA G W, CHAI Y L, WANG L, et al. Preparation and mechanical properties testing of 3D printed ceramic sand lightweight concrete[J]. Journal of Experimental Mechanics, 2020, 35(1): 58-66 (in Chinese).
[8] 陈惠明, 翟德勤, 徐浩, 等. 打印路径对3D打印陶砂混凝土力学行为的影响研究[J]. 混凝土, 2020(8): 51-55.
CHEN H M, ZHAI D Q, XU H, et al. Research on the mechanical properties of 3D printing ceramsite concrete in the different loading directions[J]. Concrete, 2020(8): 51-55 (in Chinese).
[9] HAMBACH M, VOLKMER D. Properties of 3D-printed fiber-reinforced Portland cement paste[J]. Cement and Concrete Composites, 2017, 79: 62-70.
[10] 中华人民共和国住房和城乡建设部, 国家市场监督管理总局. 混凝土物理力学性能试验方法标准: GB/T 50081—2019[S]. 北京: 中国建筑工业出版社, 2019.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Standard for test methods of concrete physical and mechanical properties: GB/T 50081—2019[S]. Beijing: China Architecture & Building Press, 2019 (in Chinese).
[11] PANDA B, PAUL S C, HUI L J, et al. Additive manufacturing of geopolymer for sustainable built environment[J]. Journal of Cleaner Production, 2017, 167: 281-288.
[12] DENG Z C, JIA Z J, ZHANG C, et al. 3D printing lightweight aggregate concrete prepared with shell-packing-aggregate method-printability, mechanical properties and pore structure[J]. Journal of Building Engineering, 2022, 62: 105404.
[13] 王里, 王伯林, 白刚, 等. 3D打印混凝土各向异性力学性能研究[J]. 实验力学, 2020, 35(2): 243-250.
WANG L, WANG B L, BAI G, et al. Experimental study on the mechanical anisotropy of 3D printed concrete[J]. Journal of Experimental Mechanics, 2020, 35(2): 243-250 (in Chinese).
[14] 李俊霖. 3D打印混凝土层间粘结性能及打印拱结构稳定性能分析[D]. 哈尔滨: 哈尔滨工业大学, 2020: 30-32.
LI J L. 3D Printed concrete interlayer bonding performance and stability analysis of printed arch structure[D]. Harbin: Harbin Institute of Technology, 2020: 30-32. (in Chinese).
[15] 中华人民共和国住房和城乡建设部. 混凝土结构设计规范(2015年版): GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2011.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for design of concrete structures (2015 edition): GB 50010—2010[S]. Beijing: China Architecture & Building Press, 2015(in Chinese).
[16] 张飞, 马建勋, 南燕. 混凝土塑性损伤模型参数的选取与验证计算[J]. 混凝土与水泥制品, 2021(1): 7-11+29.
ZHANG F, MA J X, NAN Y. Parameters selection and verification calculation of concrete plastic damage model[J]. China Concrete and Cement Products, 2021(1): 7-11+29 (in Chinese).
[17] CAMANHO P P, DAVILA C G, DE MOURA M F. Numerical simulation of mixed-mode progressive delamination in composite materials[J]. Journal of Composite Materials, 2003, 37(16): 1415-1438.

回字形3D打印混凝土受压性能试验及数值模拟

Tests and Numerical Simulation on Compressive Properties of 3D Printing Concrete along Rectangular-Ambulatory-Plane Path

PDF (PC)

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价

[1]	姜晓丹, 孙梦琪, 刘昂, 王攀, 侯东帅. 碳化对环氧树脂与混凝土界面黏结性能影响的分子模拟研究[J]. 硅酸盐通报, 2023, 42(4): 1291-1297.
[2]	陈俊松, 乔敏, 吴庆勇, 李贞, 赵爽. 不同化学激发剂对再生微粉活性的影响及机理研究[J]. 硅酸盐通报, 2023, 42(4): 1409-1417.
[3]	卓耀彬, 吕碧飞, 宋小文, 杨辰龙, 叶晓平, 陈旭绍. 玻璃管水平拉制成型过程的数值模拟[J]. 硅酸盐通报, 2023, 42(3): 1096-1105.
[4]	李宇航, 温勇, 韩国旗, 郝恩泽, 刘佳, 马丽莎. 持续荷载和锂渣取代量对混凝土抗氯离子渗透性能的影响[J]. 硅酸盐通报, 2023, 42(2): 598-606.
[5]	陈淑勇, 陈家睿, 李瑾, 李从云, 欧元勋, 江琦, 左泽方. 浮法锡槽入口段玻璃液流动过程模拟分析[J]. 硅酸盐通报, 2022, 41(4): 1185-1194.
[6]	向阳开, 刘威震, 赵毅, 张庆宇, 张艳娟. 钢渣沥青混合料微波加热自愈合性能研究[J]. 硅酸盐通报, 2022, 41(2): 667-677.
[7]	刘云强, 左晓宝, 黎亮, 邹欲晓. 硫酸盐侵蚀下硬化水泥浆体微结构演变及膨胀过程的数值模拟[J]. 硅酸盐通报, 2022, 41(12): 4128-4138.
[8]	易立, 韩建军, 王桂荣, 李路瑶, 阮健, 陈德成, 王文田. 超大吨位一窑两线浮法玻璃熔窑的数值模拟研究[J]. 硅酸盐通报, 2022, 41(11): 3901-3909.
[9]	高帅, 岳高伟, 蔺海晓, 李敏敏, 刘慧. 钢化真空玻璃在温差作用下的变形特征[J]. 硅酸盐通报, 2022, 41(11): 3918-3924.
[10]	王里, 李丹利, 叶珂含, 关景元, 冯舵. 水泥基复合材料3D可打印性的量化、优化及标准化[J]. 硅酸盐通报, 2021, 40(6): 1814-1820.
[11]	焦泽坤, 王栋民, 王启宝, 黄天勇, 王吉祥, 李林坤. 3D打印混凝土材料可打印性的影响因素与测试方法[J]. 硅酸盐通报, 2021, 40(6): 1821-1831.
[12]	王瑜玲, 王春福, 张飞燕. 3D打印混凝土性能要求及相关外加剂研究进展[J]. 硅酸盐通报, 2021, 40(6): 1844-1854.
[13]	张超, 邓智聪, 汪智斌, 侯泽宇, 贾子健, 王香港, 贾鲁涛, 陈春, 孙正明, 张亚梅, 潘金龙. 纤维对3D打印混凝土打印性能与力学性能的影响[J]. 硅酸盐通报, 2021, 40(6): 1870-1878.
[14]	张福龙, 梁潇文. 半固态搅拌制 SiC 颗粒增强镁基复合材料过程的数值模拟[J]. 硅酸盐通报, 2021, 40(3): 984-989.
[15]	李荣涛, TUAN Christopher Y.. 干湿交替对混凝土中氯离子分布影响的多相耦合数值分析[J]. 硅酸盐通报, 2021, 40(2): 480-484.