Citation: | SHI Qingxuan, WAN Shengmu, WANG Qiuwei, et al. Experimental investigations on the influence of nozzle travel speed and height on the mechanical properties of 3D printed concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(4): 2273-2284. doi: 10.13801/j.cnki.fhclxb.20220607.001 |
[1] |
WANGLER T, LLORET E, REITER L, et al. Digital concrete: Opportunities and challenges[J]. RILEM Technical Letters,2016,1:67-75. doi: 10.21809/rilemtechlett.2016.16
|
[2] |
SCHUTTER G D, LESAGE K, MECHTCHERINE V, et al. Vision of 3D printing with concrete-Technical, economic and environmental potentials[J]. Cement and Concrete Research,2018,112:25-36. doi: 10.1016/j.cemconres.2018.06.001
|
[3] |
赵颖, 刘维胜, 王欢, 等. 石灰石粉对3D打印水泥基材料性能的影响[J]. 材料导报, 2020, 34(36):217-220.
ZHAO Ying, LIU Weisheng, WANG Huan, et al. Influence of limestone powder on performances of 3D printing cementitious materials[J]. Materials Reports,2020,34(36):217-220(in Chinese).
|
[4] |
马国伟, 柴艳龙, 王里, 等. 3D打印陶砂混凝土的制备与力学性能测试[J]. 实验力学, 2020, 35(1):58-66.
MA Guowei, CHAI Yanlong, WANG Li, 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).
|
[5] |
LE T T, AUSTIN S A, LIM S, et al. Mix design and fresh properties for high-performance printing concrete[J]. Materials and Structures,2012,45:1221-1232. doi: 10.1617/s11527-012-9828-z
|
[6] |
PANDA B, TAN M J. Experimental study on mix proportion and fresh properties of fly ash based geopolymer for 3D concrete printing[J]. Ceramics International,2018,44(9):10258-10265. doi: 10.1016/j.ceramint.2018.03.031
|
[7] |
PHAM L, TRAN P, SANJAYAN J. Steel fibres reinforced 3D printed concrete: Influence of fibre sizes on mechanical performance[J]. Construction and Building Materials,2020,250:118785. doi: 10.1016/j.conbuildmat.2020.118785
|
[8] |
ZHANG J C, WANG J L, DONG S F, et al. A review of the current progress and application of 3D printed concrete[J]. Composites Part A: Applied Science and Manufacturing,2019,125:105533. doi: 10.1016/j.compositesa.2019.105533
|
[9] |
岳健广, 张怀奎, 仝飞. 3D打印混凝土硬化后断裂机理试验研究[J]. 建筑结构学报, 2022, 43(9):232-241.
YUE Jianguang, ZHANG Huaikui, TONG Fei. Fracture mechanism experimental studyof hardened 3D printed concrete[J]. Journal of Building Structures,2022,43(9):232-241(in Chinese).
|
[10] |
PANDA B, PAUL S C, MOHAMED N A N, et al. Measurement of tensile bond strength of 3D printed geopolymer mortar[J]. Measurement,2018,113:108-116. doi: 10.1016/j.measurement.2017.08.051
|
[11] |
TAY Y W D, TING G H A, QIAN Y, et al. Time gap effect on bond strength of 3D-printed concrete[J]. Virtual and Physical Prototyping,2019,14(1):104-113. doi: 10.1080/17452759.2018.1500420
|
[12] |
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. doi: 10.1016/j.cemconres.2011.12.003
|
[13] |
SANJAYAN J G, NEMATOLLAHI B, XIA M, et al. Effect of surface moisture on inter-layer strength of 3D printed concrete[J]. Construction and Building Materials,2018,172:468-475. doi: 10.1016/j.conbuildmat.2018.03.232
|
[14] |
WOLFS R J M, BOS F P, SALET T A M. Hardened properties of 3D printed concrete: The influence of process parameters on interlayer adhesion[J]. Cement and Concrete Research,2019,119:132-140. doi: 10.1016/j.cemconres.2019.02.017
|
[15] |
刘致远, 王振地, 王玲, 等. 3D打印水泥净浆层间拉伸强度及层间剪切强度[J]. 硅酸盐学报, 2019, 47(5):648-652.
LIU Zhiyuan, WANG Zhendi, WANG Ling, et al. Interlayer bond strength of 3D printing cement paste by cross-bonded method[J]. Journal of the Chinese Ceramic Society,2019,47(5):648-652(in Chinese).
|
[16] |
中华人民共和国住房和城乡建设部. 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)
|
[17] |
王晖. 耐碱玻璃纤维混凝土力学性能试验研究[D]. 西安: 西安建筑科技大学, 2016.
WANG Hui. Experimental study on mechanical properties of alkali-resistance glass fiber reinforced concrete[D]. Xi'an: Xi'an University of Architecture & Technology, 2016(in Chinese).
|
[18] |
HOSSEINI E, ZAKERTABRIZI M, KORAYEM A H, et al. A novel method to enhance the interlayer bonding of 3D printing concrete: An experimental and computational investigation[J]. Cement and Concrete Composites,2019,99:112-119. doi: 10.1016/j.cemconcomp.2019.03.008
|
[19] |
MOINI M, OLEK J, MAGEE B, et al. Additive manufacturing and characterization of architectured cement-based materials via X-ray micro-computed tomography[C]//First RILEM International Conference on Concrete and Digital Fabrication. Zurich, 2019: 176-189.
|
[20] |
TAY Y W D, LI M Y, TAN M J. Effect of printing parameters in 3D concrete printing: Printing region and support structures[J]. Journal of Materials Processing Technology,2019,271:261-270. doi: 10.1016/j.jmatprotec.2019.04.007
|
[21] |
VAN DER PUTTEN J, DE SCHUTTER G, VAN TITTELBOOM K. The effect of print parameters on the (micro)structure of 3D printed cementitious materials[C]. FirstRILEM International Conference on Concrete and DigitalFabrication. Zurich, 2019: 234-244.
|
[22] |
程文博. 打印参数对3D打印水泥基材料施工性能的影响[D]. 北京: 北京交通大学, 2020.
CHENG Wenbo. Effect of printing parameters on the construction performance of 3D printing cement-based materials[D]. Beijing: Beijing Jiaotong University, 2020(in Chinese).
|
[23] |
PANDA B, MOHAMEL N A, PAUL S C, et al. The effect of material fresh properties and process parameters on buildability and interlayer adhesion of 3D printed concrete[J]. Materials,2019,12:1-12.
|
[24] |
PERROT A, RANGEARD D, PIERRE A. Structural built-up of cement-based materials used for 3D-printing extrusion techniques[J]. Materials and Structures,2016,49:1213-1220. doi: 10.1617/s11527-015-0571-0
|
[25] |
过镇海, 时旭东. 钢筋混凝土原理和分析[M]. 北京: 清华大学出版社, 2003: 16-17.
GUO Zhenhai, SHI Xudong. Reinforced concrete theory and analyse[M]. Beijing: Tsinghua University Press, 2003: 16-17(in Chinese).
|
[26] |
中国建筑科学研究院. 混凝土结构设计规范: GB/T 50010—2010[S]. 北京: 中国建筑工业出版社, 2010.
China Academy of Building Research. Code for design of concrete structures: GB/T 50010—2010[S]. Beijing: China Architecture & Building Press, 2010(in Chinese).
|