硅酸盐学报

参考文献

[1]常西栋,李维红,王乾. 3D打印混凝土材料及性能测试研究进展[J].硅酸盐通报, 2019, 38(8):2435–2441.CHANG Xidong, LI Weihong, WANG Qian. Bull Chin Ceram Soc(in Chinese), 2019, 38(8):2435–2441.

[2]丁烈云,徐捷,覃亚伟.建筑3D打印数字建造技术研究应用综述[J].土木工程与管理学报, 2015, 32(3):1–10.DING Lieyun, XU Jie, QIN Yawei. J Civ Eng Manag(in Chinese),2015, 32(3):1–10.

[3] BUSWELL R A, LEAL D S W R, JONES S Z, et al. 3D printing using concrete extrusion:A roadmap for research[J]. Cem Concr Res, 2018,112:37–49.

[4]朱彬荣,潘金龙,周震鑫,等. 3D打印技术应用于大尺度建筑的研究进展[J].材料导报, 2018, 32(23):4150–4159.ZHU Binrong, PAN Jinlong, ZHOU Zhenxin, et al. Mater Rep(in Chinese), 2018, 32(23):4150–4159.

[5]张大旺,王栋民. 3D打印混凝土材料及混凝土建筑技术进展[J].硅酸盐学报, 2015, 34(6):1583–1588.ZHANG Dawang, WANG Dongmin. J Chin Ceram Soc(in Chinese),2015, 34(6):1583–1588.

[6] NGO T D, KASHANI A, IMBALZANO G, et al. Additive manufacturing(3D printing):A review of materials, methods,applications and challenges[J]. Compos Part B:Eng, 2018, 143:172–196.

[7] MARCHMENT T, SANJAYAN J. Mesh reinforcing method for 3D Concrete Printing[J]. Autom Constr, 2020, 109:102992.

[8] LI Z J, WANG L, MA G W. Mechanical improvement of continuous steel microcable reinforced geopolymer composites for 3D printing subjected to different loading conditions[J]. Compos Part B:Eng, 2020,187:107796.

[9] MECHTCHERINE V, GRAFE J, NERELLA V N, et al. 3D-printed steel reinforcement for digital concrete construction–Manufacture,mechanical properties and bond behaviour[J]. Constr Build Mater,2018, 179:125–137.

[10]解燕春.纤维增强混凝土力学性能及耐久性研究进展[J].科技风,2021,(3):108–109+145.JIE Yanchun. Technol Wind(in Chinese), 2021,(3):108–109+145.

[11] HAMBACH M, MOELLER H, NEUMANN T, et al. Portland cement paste with aligned carbon fibers exhibiting exceptionally high flexural strength(>100 MPa)[J]. Cem Concr Res, 2016, 89:80–86.

[12] PANDA B, PAUL S C, TAN M J. Anisotropic mechanical performance of 3D printed fiber reinforced sustainable construction material[J]. Mater Lett, 2017, 209:146–149.

[13] MA G W, LI Z J, WANG L, et al. Mechanical anisotropy of aligned fiber reinforced composite for extrusion-based 3D printing[J]. Constr Build Mater, 2019, 202:770–783.

[14] DING T, XIAO J Z, ZOU S, et al. Anisotropic behavior in bending of3D printed concrete reinforced with fibers[J]. Compos Struct, 2020,254:112808.

[15] NEMATOLLAHI B, VIJAY P, SANJAYAN J, et al. Effect of polypropylene fibre addition on properties of geopolymers made by 3D printing for digital construction[J]. Materials, 2018, 11(12):2353.

[16] LI V C. Engineered Cementitious Composites(ECC)[M]. Springer,2019.

[17] DANIEL G, SOLTAN A, LI V C. A self-reinforced cementitious composite for building-scale 3D printing[J]. Cem Concr Comp, 2018,90:1–13.

[18] BAO Y, XU M, SOLTAN D, et al. Three-dimensional printing multifunctional engineered cementitious composites(ECC)for structural elements[C]//1st RILEM International Conference on Concrete and Digital Fabrication(Digital Concrete), Zurich,Switzerland, 2019, 19:115–128.

[19] YU J, LEUNG C K Y. Impact of 3D printing direction on mechanical performance of strain-hardening cementitious composite(SHCC)[C]//1st RILEM International Conference on Concrete and Digital Fabrication(Digital Concrete), Zurich, Switzerland, 2019, 19:255–265.

[20] FIGUERIREDO S C, RODRIGUEZ C R, AHMED Z Y, et al.Materials and design—An approach to develop printable strain hardening cementitious composites[J]. Mater Design, 2019, 165:107651.

[21] FIGUERIREDO S C, RODRIGUEZ C R, AHMED Z Y, et al.Mechanical behavior of printed strain hardening cementitious composites[J]. Materials, 2020, 13(10):2253.

[22] OGURA H, NERELLA V, MECHTCHERINE V. Developing and testing of strain-hardening cement-based composites(SHCC)in the context of 3D-printing[J]. Materials, 2018, 11(8):1375.

[23] ZHU B R, PAN J L, NEMATOLLAHI B, et al. Development of 3D printable engineered cementitious composites with ultra-high tensile ductility for digital construction[J]. Mater Design, 2019, 181:108088.

[24] YE J H, CUI C, YU J T. Fresh and anisotropic-mechanical properties of 3D printable ultra-high ductile concrete with crumb rubber[J].Compos Part B:Eng, 2021, 211:108639.

[25] YE J H, CUI C, YU J T. Effect of polyethylene fiber content on workability and mechanical-anisotropic properties of 3D printed ultra-high ductile concrete[J]. Constr Build Mater, 2021, 281:122586.

[26] ARUNOTHAYAN A R, NEMATOLLAHI B, RANADE R, et al.Development of 3D-printable ultra-high performance fiber-reinforced concrete for digital construction[J]. Constr Build Mater, 2020, 257:119546.

[27] ARUNOTHAYAN A R, NEMATOLLAHI B, RANADE R, et al.Fiber orientation effects on ultra-high performance concrete formed by3D printing[J]. Cem Concr Res, 2020, 143:106384.

[28] PHAM L, TRAN J P, SANJAYAN J. Steel fibres reinforced 3D printed concrete:Influence of fibre sizes on mechanical performance[J].Constr Build Mater, 2020, 250:118785.

[29] WANGLER T P, ROUSSEL N, BOS F P, et al. Digital concrete:a review[J]. Cem Concr Res, 2019, 123:105780.

[30] HOU S D, DUAN Z H, XIAO J Z, et al. A review of 3D printed concrete:Performance requirements, testing measurements and mix design[J]. Constr Build Mater, 2021, 273:121745.

[31] YU K Q, MCGEE W, LI V C, et al. 3D-printable engineered cementitious composites(3DP-ECC):Fresh and hardened properties[J].Cem Concr Res, 2021, 143:106388.

[32] BOS F P, BOSCO E, SALET T. Ductility of 3D printed concrete reinforced with short straight steel fibers[J]. Virtual Phys Prototy, 2018,14(2):160–174.

[33] HAMBACH M, VOLKMER D. Properties of 3D-printed fiber-reinforced Portland cement paste[J]. Cem Concr Comp, 2017, 79:62–70.

[34] WIJFFELS M, WOLFS R, SUIKER A, et al. Magnetic orientation of steel fibres in self-compacting concrete beams effect on failure behavior[J]. Cem Concr Comp, 2017, 80:342–355.

[35] SHAKOR P, NEJADI S, SUTJIPTO S, et al. Effects of deposition velocity in the presence/absence of E6-glass fibre on extrusion-based3D printed mortar[J]. Addit Manuf, 2020, 32:101069.

[36] CHEN M X, YANG L, ZHENG Y, et al. Rheological behaviors and structure build-up of 3D printed polypropylene and polyvinyl alcohol fiber reinforced calcium sulphoaluminate cement composites[J]. J Mater Res Technol, 2021, 10:1402–1414.

[37] LI V C, BOS F P, YU K Q, et al. On the emergence of 3D printable engineered, strain hardening cementitious composites(ECC/SHCC)[J].Cem Concr Res, 2020, 132:106038.

[38] SUN X Y, WANG Q, WANG H L, et al. Influence of multi-walled nanotubes on the fresh and hardened properties of a 3D printing PVA mortar ink[J]. Constr Build Mater, 2020, 247:118590.

[39] MOELICH G M, KRUGER J, COMBRINCK R. Plastic shrinkage cracking in 3D printed concrete[J]. Compos Part B:Eng, 2020, 200:108313.

[40] KRUGER J, CHO S, ZERANKA S, et al. 3D concrete printer parameter optimisation for high rate digital construction avoiding plastic collapse[J]. Compos Part B:Eng, 2020, 183:107660.

[41]杜修力,金浏,李冬.混凝土与混凝土结构尺寸效应述评(Ι):材料层次[J].土木工程学报, 2017, 50(9):28–45.DU Xiuli, JIN Liu, LI Dong. Chin Civ Eng J(in Chinese), 2017, 50(9):28–45.

[42] YE J H, YU J T, CUI C, et al. Flexural size effect of ultra-high ductile concrete under different damage and ductility levels[J]. Cem Concr Comp, 2021, 115:103852.

[43] SANJAYAN J, NEMATOLLAHI B, XIA M, et al. Effect of surface moisture on inter-layer strength of 3D printed concrete[J]. Constr Build Mater, 2018, 172:468–475.

[44] ZAREIYANA B, KHOSHNEVIS B. Effects of interlocking on interlayer adhesion and strength of structures in 3D printing of concrete[J]. Autom Constr, 2017, 83:212–221.

[45] MARCHMENT T, SANJAYAN J. Bond properties of reinforcing bar penetrations in 3D concrete printing[J]. Autom Constr, 2020, 120:103394.

[46]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. J Chin Ceram Soc,2019, 47(5):648–652.

[47] Le T T, AUSTIN S A, LIM S, et al. Hardened properties of high-performance printing concrete[J]. Cem Concr Res, 2012, 42(3):558–566.

[48] PLESSIS A D, BABAFEMI A J, PAUL S C, et al. Biomimicry for 3D concrete printing:A review and perspective[J]. Addit Manuf, 2021, 38:101823.

[49] SOLTAN D G, LI V C. Nacre-inspired composite design approaches for large-scale[J]. Cem Concr Comp, 2018, 88:172–186.

[50] YE J H, YU K Q, YU J T, et al. Designing ductile, tough,nacre-inspired concrete member in metric scale[J]. Cem Concr Comp,2021, 118:103987.

[51] WEGST U G K, BAI H, SAIZ E, et al. Bioinspired structural materials[J]. Nat Mater, 2015, 14:23–36.

[52] CARNEAU P, MESNIL R, ROUSSEL N, et al. Additive manufacturing of cantilever-From masonry to concrete 3D printing[J].Autom Constr, 2020, 116:103184.

[53] COSTANZI C B, AHMED Z Y, SCHIPPER H R, et al. 3D printing concrete on temporary surfaces:The design and fabrication of a concrete shell structure[J]. Autom Constr, 2018, 94:395–404.

[54] LIM S, BUSWELL R A, VALENTINE P J, et al. Modelling curved-layered printing paths for fabricating large-scale construction components[J]. Addit Manuf, 2016, 12:216–230.

[55] WANG L, JIANG H L, LI Z J, et al. Mechanical behaviors of 3D printed lightweight concrete structure with hollow section[J]. Arch Civ Mech Eng, 2020, 20:16.

[56] AMIR O, SHAKOUR E. Simultaneous shape and topology optimization of prestressed concrete beams[J]. Struct Multidiscip Optim, 2018, 57:1831–1843.

[57] ASPRONE D, AURICCHIO F, MENNA C, et al. 3D printing of reinforced concrete elements:Technology and design approach[J].Constr Build Mater, 2018, 165:218–231.

[58] VANTYGHEM G, CORTE W D, SHAKOUR E, et al. 3D printing of a post-tensioned concrete girder designed by topology optimization[J].Autom Constr, 2020, 112:103084.