{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,8,31]],"date-time":"2026-08-31T05:20:14Z","timestamp":1788153614137,"version":"build-2803163510"},"reference-count":124,"publisher":"MDPI AG","issue":"17","license":[{"start":{"date-parts":[[2026,8,30]],"date-time":"2026-08-30T00:00:00Z","timestamp":1788048000000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"Bursa Uluda\u011f University Scientific Research Projects Unit","award":["FBG-2025-2550"],"award-info":[{"award-number":["FBG-2025-2550"]}]},{"name":"Bursa Uluda\u011f University Scientific Research Projects Unit","award":["FGA-2025-2048"],"award-info":[{"award-number":["FGA-2025-2048"]}]},{"award":["FBG-2025-2550"],"award-info":[{"award-number":["FBG-2025-2550"]}],"id":[{"id":"https:\/\/ror.org\/03tg3eb07","id-type":"ROR","asserted-by":"publisher"}]},{"award":["FGA-2025-2048"],"award-info":[{"award-number":["FGA-2025-2048"]}],"id":[{"id":"https:\/\/ror.org\/03tg3eb07","id-type":"ROR","asserted-by":"publisher"}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Materials"],"abstract":"<jats:p>The structural application of 3D printed concrete (3DPC) is still constrained by the difficulty of qualifying a layered, process-dependent material using standards developed mainly for cast concrete and conventional masonry. This review examines 3DPC through masonry construction to clarify how interface-controlled behaviour should be interpreted, tested and standardised. The comparison is not based on material similarity, but on the shared structural role of joints, interfaces and assemblage-level load transfer. Most previous reviews mainly discuss printability, mixture design, material development or general mechanical performance. This review instead places the printed interface at the centre of structural qualification, using masonry only as a reference for interpreting joint-controlled load transfer. The review shows that compressive strength alone is insufficient for structural qualification, since printed elements may fail through interlayer debonding, direction-dependent cracking, filament instability, reinforcement discontinuity or connection weakness. Flexural, shear, cyclic and seismic responses are particularly sensitive to interlayer quality, loading orientation and print-path geometry. Existing concrete, mortar and masonry standards remain useful references, but require 3DPC-specific reporting and testing. Accordingly, a tiered qualification route is proposed, progressing from fresh-state characterisation to interface-dominated testing and structural-scale validation.<\/jats:p>","DOI":"10.3390\/ma19173688","type":"journal-article","created":{"date-parts":[[2026,8,31]],"date-time":"2026-08-31T04:24:03Z","timestamp":1788150243000},"page":"3688","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":0,"title":["Interface-Controlled Structural Behaviour of 3D Printed Concrete: Lessons from Masonry for Anisotropy, Print-Path Design and Standardisation"],"prefix":"10.3390","volume":"19","author":[{"ORCID":"https:\/\/orcid.org\/0000-0003-0326-5015","authenticated-orcid":false,"given":"Ali","family":"Mardani","sequence":"first","affiliation":[{"name":"Department of Civil Engineering, Bursa Uludag University, 16059 Nilufer-Bursa, T\u00fcrkiye"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-0090-5745","authenticated-orcid":false,"given":"Mohammad","family":"Hematibahar","sequence":"additional","affiliation":[{"name":"Department of Architecture, Restoration and Design, RUDN University, Moscow 117198, Russia"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Selin","family":"\u00d6zteber","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, Bursa Uludag University, 16059 Nilufer-Bursa, T\u00fcrkiye"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0009-0003-0245-2086","authenticated-orcid":false,"given":"Qais Abdulrahman Ali","family":"Qais","sequence":"additional","affiliation":[{"name":"Department of Construction Technologies and Structural Materials, Peoples\u2019 Friendship University of Russia (RUDN), Moscow 117198, Russia"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-8454-4344","authenticated-orcid":false,"given":"Abbas Abdulhussein","family":"Abd Noor","sequence":"additional","affiliation":[{"name":"Civil Engineering Department, Al-Muthanna University, Samawah 66001, Al-Muthanna, Iraq"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-7168-5786","authenticated-orcid":false,"given":"Tesfaldet Hadgembes","family":"Gebre","sequence":"additional","affiliation":[{"name":"Department of Architecture, Restoration and Design, RUDN University, Moscow 117198, Russia"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Ahmed","family":"Elsheikh","sequence":"additional","affiliation":[{"name":"College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"1968","published-online":{"date-parts":[[2026,8,30]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"1221","DOI":"10.1617\/s11527-012-9828-z","article-title":"Mix design and fresh properties for high-performance printing concrete","volume":"45","author":"Le","year":"2012","journal-title":"Mater. Struct."},{"key":"ref_2","doi-asserted-by":"crossref","first-page":"558","DOI":"10.1016\/j.cemconres.2011.12.003","article-title":"Hardened properties of high-performance printing concrete","volume":"42","author":"Le","year":"2012","journal-title":"Cem. Concr. Res."},{"key":"ref_3","doi-asserted-by":"crossref","first-page":"224","DOI":"10.1016\/j.autcon.2006.05.002","article-title":"Freeform construction: Mega-scale rapid manufacturing for construction","volume":"16","author":"Buswell","year":"2007","journal-title":"Autom. Constr."},{"key":"ref_4","doi-asserted-by":"crossref","first-page":"76","DOI":"10.1016\/j.cemconres.2018.04.005","article-title":"Rheological requirements for printable concretes","volume":"112","author":"Roussel","year":"2018","journal-title":"Cem. Concr. Res."},{"key":"ref_5","doi-asserted-by":"crossref","first-page":"103","DOI":"10.1016\/j.cemconres.2018.02.001","article-title":"Early age mechanical behaviour of 3D printed concrete: Numerical modelling and experimental testing","volume":"106","author":"Wolfs","year":"2018","journal-title":"Cem. Concr. Res."},{"key":"ref_6","doi-asserted-by":"crossref","first-page":"146","DOI":"10.1016\/j.matlet.2017.07.123","article-title":"Anisotropic mechanical performance of 3D printed fiber reinforced sustainable construction material","volume":"209","author":"Panda","year":"2017","journal-title":"Mater. Lett."},{"key":"ref_7","doi-asserted-by":"crossref","first-page":"1802123","DOI":"10.1002\/adma.201802123","article-title":"Additive manufacturing and performance of architectured cement-based materials","volume":"30","author":"Moini","year":"2018","journal-title":"Adv. Mater."},{"key":"ref_8","doi-asserted-by":"crossref","first-page":"125865","DOI":"10.1016\/j.conbuildmat.2021.125865","article-title":"Assessment of materials, design parameters and some properties of 3D printing concrete mixtures: A state-of-the-art review","volume":"316","year":"2022","journal-title":"Constr. Build. Mater."},{"key":"ref_9","doi-asserted-by":"crossref","first-page":"5481","DOI":"10.1002\/suco.202200473","article-title":"Mechanical properties, durability performance and interlayer adhesion of 3DPC mixtures: A state-of-the-art review","volume":"24","author":"Mardani","year":"2023","journal-title":"Struct. Concr."},{"key":"ref_10","doi-asserted-by":"crossref","first-page":"1353","DOI":"10.1080\/01694243.2023.2266211","article-title":"How does rheological behaviour affect the interlayer-bonding strength of 3DPC mixtures?","volume":"38","author":"Mardani","year":"2024","journal-title":"J. Adhes. Sci. Technol."},{"key":"ref_11","doi-asserted-by":"crossref","first-page":"127688","DOI":"10.1016\/j.conbuildmat.2022.127688","article-title":"Parameters affecting thixotropic behavior of self compacting concrete and 3D printable concrete: A state-of-the-art review","volume":"339","author":"Biricik","year":"2022","journal-title":"Constr. Build. Mater."},{"key":"ref_12","doi-asserted-by":"crossref","unstructured":"\u015eahin, H.G., Mardani, A., and Mardani, N. (2024). Performance requirements and optimum mix proportion of high-volume fly ash 3D printable concrete. Buildings, 14.","DOI":"10.3390\/buildings14072069"},{"key":"ref_13","doi-asserted-by":"crossref","unstructured":"\u015eahin, H.G., Mardani, A., and Beytekin, H.E. (2024). Effect of silica fume utilization on structural build-up, mechanical and dimensional stability performance of fiber-reinforced 3D printable concrete. Polymers, 16.","DOI":"10.3390\/polym16040556"},{"key":"ref_14","doi-asserted-by":"crossref","first-page":"1597","DOI":"10.1002\/suco.202400030","article-title":"Mechanical and rheological properties of fiber-reinforced 3D printable concrete in terms of fiber content and aspect ratio","volume":"26","author":"Mardani","year":"2025","journal-title":"Struct. Concr."},{"key":"ref_15","first-page":"534","article-title":"Investigation of fresh and hardened properties of 3D printable concrete containing ozone-modified carbon fiber","volume":"14","author":"Mardani","year":"2025","journal-title":"J. Sustain. Cem.-Based Mater."},{"key":"ref_16","doi-asserted-by":"crossref","unstructured":"Akg\u00fcm\u00fc\u015f, F.E., \u015eahin, H.G., and Mardani, A. (2025). Investigation of waste steel fiber usage rate and length change on some fresh state properties of 3D printable concrete mixtures. Buildings, 15.","DOI":"10.3390\/buildings15203731"},{"key":"ref_17","doi-asserted-by":"crossref","first-page":"105897","DOI":"10.1016\/j.cemconcomp.2024.105897","article-title":"Interfacial bond properties between 3D printed engineered cementitious composite (ECC) and post-cast concrete","volume":"157","author":"Bai","year":"2025","journal-title":"Cem. Concr. Compos."},{"key":"ref_18","doi-asserted-by":"crossref","unstructured":"Akg\u00fcm\u00fc\u015f, F.E., \u015eahin, H.G., \u0130saf\u00e7a Kaya, T., and Mardani, A. (2025). Combined effect of recycled tire steel fiber and blast furnace slag on the mechanical performance of 3D printable concrete. Buildings, 15.","DOI":"10.3390\/buildings15244564"},{"key":"ref_19","doi-asserted-by":"crossref","first-page":"37","DOI":"10.1016\/j.cemconres.2018.05.006","article-title":"3D printing using concrete extrusion: A roadmap for research","volume":"112","author":"Buswell","year":"2018","journal-title":"Cem. Concr. Res."},{"key":"ref_20","doi-asserted-by":"crossref","first-page":"5","DOI":"10.1016\/j.autcon.2003.08.012","article-title":"Automated construction by contour crafting: Related robotics and information technologies","volume":"13","author":"Khoshnevis","year":"2004","journal-title":"Autom. Constr."},{"key":"ref_21","unstructured":"ACI Committee 564 (2021). 3-D Printing with Cementitious Materials, American Concrete Institute."},{"key":"ref_22","unstructured":"National Institute of Standards and Technology (2017). Additive Manufacturing with Cement-Based Materials, NIST."},{"key":"ref_23","doi-asserted-by":"crossref","first-page":"183","DOI":"10.1617\/s11527-025-02686-x","article-title":"Mechanical properties of 3D printed concrete: A RILEM TC 304-ADC interlaboratory study\u2014Approach and main results","volume":"58","author":"Bos","year":"2025","journal-title":"Mater. Struct."},{"key":"ref_24","doi-asserted-by":"crossref","first-page":"182","DOI":"10.1617\/s11527-025-02687-w","article-title":"Mechanical properties of 3D printed concrete: A RILEM TC 304-ADC interlaboratory study\u2014Flexural and tensile strength","volume":"58","author":"Wolfs","year":"2025","journal-title":"Mater. Struct."},{"key":"ref_25","doi-asserted-by":"crossref","first-page":"181","DOI":"10.1617\/s11527-025-02688-9","article-title":"Mechanical properties of 3D printed concrete: A RILEM TC 304-ADC interlaboratory study\u2014Compressive strength and modulus of elasticity","volume":"58","author":"Mechtcherine","year":"2025","journal-title":"Mater. Struct."},{"key":"ref_26","doi-asserted-by":"crossref","first-page":"1462","DOI":"10.1016\/j.conbuildmat.2010.01.008","article-title":"Clay-based composite stabilized with natural polymer and fibre","volume":"24","author":"Petric","year":"2010","journal-title":"Constr. Build. Mater."},{"key":"ref_27","doi-asserted-by":"crossref","first-page":"6493","DOI":"10.1016\/j.matpr.2020.11.377","article-title":"Adobe blocks reinforced with natural fibres: A review","volume":"45","author":"Ramakrishnan","year":"2021","journal-title":"Mater. Today Proc."},{"key":"ref_28","doi-asserted-by":"crossref","first-page":"161","DOI":"10.1016\/j.conbuildmat.2014.02.058","article-title":"Mechanical properties and hygroscopicity behavior of compressed earth block filled by date palm fibers","volume":"59","author":"Taallah","year":"2014","journal-title":"Constr. Build. Mater."},{"key":"ref_29","doi-asserted-by":"crossref","first-page":"3005","DOI":"10.1016\/j.conbuildmat.2009.04.011","article-title":"Assessing the anisotropy of rammed earth","volume":"23","author":"Bui","year":"2009","journal-title":"Constr. Build. Mater."},{"key":"ref_30","doi-asserted-by":"crossref","first-page":"30425","DOI":"10.1016\/j.ceramint.2021.07.222","article-title":"Recycling industrial slags in production of fired clay bricks for sustainable manufacturing","volume":"47","author":"Gencel","year":"2021","journal-title":"Ceram. Int."},{"key":"ref_31","doi-asserted-by":"crossref","first-page":"813","DOI":"10.1016\/j.matdes.2015.06.017","article-title":"Earthen construction materials: Assessing the feasibility of improving strength and deformability of compressed earth blocks using polypropylene fibers","volume":"83","author":"Donkor","year":"2015","journal-title":"Mater. Des."},{"key":"ref_32","doi-asserted-by":"crossref","first-page":"340","DOI":"10.1016\/j.conbuildmat.2011.11.050","article-title":"Potential of salvaged steel fibers for reinforcement of unfired earth blocks","volume":"35","author":"Offa","year":"2012","journal-title":"Constr. Build. Mater."},{"key":"ref_33","first-page":"51","article-title":"Effect of natural fibres inclusion in clay bricks: Physico-mechanical properties","volume":"73","author":"Chan","year":"2011","journal-title":"World Acad. Sci. Eng. Technol."},{"key":"ref_34","doi-asserted-by":"crossref","first-page":"556","DOI":"10.1016\/j.conbuildmat.2016.12.172","article-title":"The effects of waste marble dust and polypropylene fiber contents on mechanical properties of gypsum stabilized earthen","volume":"134","year":"2017","journal-title":"Constr. Build. Mater."},{"key":"ref_35","doi-asserted-by":"crossref","first-page":"278","DOI":"10.1016\/j.conbuildmat.2018.12.061","article-title":"Rheological and harden properties of the high-thixotropy 3D printing concrete","volume":"201","author":"Zhang","year":"2019","journal-title":"Constr. Build. Mater."},{"key":"ref_36","doi-asserted-by":"crossref","first-page":"552","DOI":"10.1016\/j.conbuildmat.2016.11.117","article-title":"Micromechanics-based investigation of a sustainable ambient temperature cured one-part strain hardening geopolymer composite","volume":"131","author":"Nematollahi","year":"2017","journal-title":"Constr. Build. Mater."},{"key":"ref_37","doi-asserted-by":"crossref","first-page":"382","DOI":"10.1016\/j.conbuildmat.2017.09.109","article-title":"Use of calcium sulfoaluminate cements for setting control of 3D-printing mortars","volume":"157","author":"Khalil","year":"2017","journal-title":"Constr. Build. Mater."},{"key":"ref_38","doi-asserted-by":"crossref","first-page":"613","DOI":"10.1016\/j.conbuildmat.2017.12.051","article-title":"Printable properties of cementitious material containing copper tailings for extrusion based 3D printing","volume":"162","author":"Ma","year":"2018","journal-title":"Constr. Build. Mater."},{"key":"ref_39","doi-asserted-by":"crossref","unstructured":"Nematollahi, B., Xia, M., and Sanjayan, J. (July, January 28). Current progress of 3D concrete printing technologies. Proceedings of the 34th International Symposium on Automation and Robotics in Construction (ISARC 2017), Taipei, Taiwan.","DOI":"10.22260\/ISARC2017\/0035"},{"key":"ref_40","doi-asserted-by":"crossref","first-page":"261","DOI":"10.1080\/17452759.2017.1326724","article-title":"3D printing trends in building and construction industry: A review","volume":"12","author":"Tay","year":"2017","journal-title":"Virtual Phys. Prototyp."},{"key":"ref_41","doi-asserted-by":"crossref","first-page":"96","DOI":"10.1016\/j.cemconres.2018.05.014","article-title":"Hydration and rheology control of concrete for digital fabrication: Potential admixtures and cement chemistry","volume":"112","author":"Marchon","year":"2018","journal-title":"Cem. Concr. Res."},{"key":"ref_42","doi-asserted-by":"crossref","first-page":"1213","DOI":"10.1617\/s11527-015-0571-0","article-title":"Structural built-up of cement-based materials used for 3D-printing extrusion techniques","volume":"49","author":"Perrot","year":"2016","journal-title":"Mater. Struct."},{"key":"ref_43","doi-asserted-by":"crossref","first-page":"105780","DOI":"10.1016\/j.cemconres.2019.105780","article-title":"Digital concrete: A review","volume":"123","author":"Wangler","year":"2019","journal-title":"Cem. Concr. Res."},{"key":"ref_44","doi-asserted-by":"crossref","unstructured":"Ogura, H., Nerella, V.N., and Mechtcherine, V. (2018). Developing and testing of strain-hardening cement-based composites in the context of 3D-printing. Materials, 11.","DOI":"10.3390\/ma11081375"},{"key":"ref_45","doi-asserted-by":"crossref","unstructured":"Li, V.C. (2019). Engineered Cementitious Composites: Bendable Concrete for Sustainable and Resilient Infrastructure, Springer.","DOI":"10.1007\/978-3-662-58438-5"},{"key":"ref_46","doi-asserted-by":"crossref","first-page":"217","DOI":"10.1016\/j.conbuildmat.2017.10.040","article-title":"Development of ultra-high ductility engineered cementitious composites using polyethylene fibers","volume":"158","author":"Yu","year":"2018","journal-title":"Constr. Build. Mater."},{"key":"ref_47","doi-asserted-by":"crossref","first-page":"103","DOI":"10.1016\/j.buildenv.2016.06.009","article-title":"Cob, a vernacular earth construction process in the context of modern sustainable building","volume":"106","author":"Hamard","year":"2016","journal-title":"Build. Environ."},{"key":"ref_48","doi-asserted-by":"crossref","first-page":"127163","DOI":"10.1016\/j.conbuildmat.2022.127163","article-title":"Improvement of cob thermal inertia by latent heat storage and its implication on energy consumption","volume":"329","author":"Alassaad","year":"2022","journal-title":"Constr. Build. Mater."},{"key":"ref_49","doi-asserted-by":"crossref","first-page":"3291","DOI":"10.3390\/su2103291","article-title":"Cob construction in Italy: Some lessons from the past","volume":"2","author":"Quagliarini","year":"2010","journal-title":"Sustainability"},{"key":"ref_50","doi-asserted-by":"crossref","first-page":"139","DOI":"10.1016\/j.enbuild.2015.07.016","article-title":"Thermal conductivity of unfired earth bricks reinforced by agricultural wastes with cement and gypsum","volume":"104","author":"Ashour","year":"2015","journal-title":"Energy Build."},{"key":"ref_51","doi-asserted-by":"crossref","first-page":"168","DOI":"10.1016\/j.conbuildmat.2019.06.107","article-title":"Physical, mechanical and thermal behavior of adobe stabilized with glass fiber reinforced polymer waste","volume":"222","author":"Gandia","year":"2019","journal-title":"Constr. Build. Mater."},{"key":"ref_52","doi-asserted-by":"crossref","first-page":"282","DOI":"10.3390\/buildings5010282","article-title":"Effect of banana fibers on the compressive and flexural strength of compressed earth blocks","volume":"5","author":"Mostafa","year":"2015","journal-title":"Buildings"},{"key":"ref_53","first-page":"110","article-title":"Environmentally friendly unburnt bricks using raw rice husk and bottom ash as fine aggregates: Physical and mechanical properties","volume":"15","author":"Huy","year":"2021","journal-title":"J. Sci. Technol. Civ. Eng."},{"key":"ref_54","doi-asserted-by":"crossref","first-page":"108639","DOI":"10.1016\/j.compositesb.2021.108639","article-title":"Fresh and anisotropic-mechanical properties of 3D printable ultra-high ductile concrete with crumb rubber","volume":"211","author":"Ye","year":"2021","journal-title":"Compos. Part B Eng."},{"key":"ref_55","first-page":"127183","article-title":"3D printable lightweight cementitious composites with incorporated waste glass aggregates and expanded microspheres","volume":"306","author":"Cuevas","year":"2021","journal-title":"J. Clean. Prod."},{"key":"ref_56","first-page":"118873","article-title":"Utilization of recycled glass for 3D concrete printing: Rheological and mechanical properties","volume":"245","author":"Ting","year":"2019","journal-title":"J. Clean. Prod."},{"key":"ref_57","doi-asserted-by":"crossref","first-page":"112","DOI":"10.1016\/j.autcon.2017.06.013","article-title":"Interlayer adhesion and strength of structures in contour crafting: Effects of aggregate size, extrusion rate, and layer thickness","volume":"81","author":"Zareiyan","year":"2017","journal-title":"Autom. Constr."},{"key":"ref_58","doi-asserted-by":"crossref","first-page":"138001","DOI":"10.1016\/j.conbuildmat.2024.138001","article-title":"Time-dependent behaviour of 3D printed fibre-reinforced limestone calcined clay cement concrete under sustained loadings","volume":"446","author":"Ibrahim","year":"2024","journal-title":"Constr. Build. Mater."},{"key":"ref_59","doi-asserted-by":"crossref","first-page":"8592029","DOI":"10.1155\/adce\/8592029","article-title":"Durability and Cracking Defects in 3D-Printed Concrete","volume":"2025","author":"Skripkiunas","year":"2025","journal-title":"Adv. Civ. Eng."},{"key":"ref_60","doi-asserted-by":"crossref","unstructured":"Mousavi, M., and Rangaraju, P. (2025). Freeze\u2013Thaw Durability of 3D Printed Concrete: A Comprehensive Review of Mechanisms, Materials, and Testing Strategies. CivilEng, 6.","DOI":"10.3390\/civileng6030047"},{"key":"ref_61","doi-asserted-by":"crossref","unstructured":"Kruger, J., and van der Westhuizen, J.-P. (2023). Investigating the Poisson Ratio of 3D Printed Concrete. Appl. Sci., 13.","DOI":"10.3390\/app13053225"},{"key":"ref_62","doi-asserted-by":"crossref","first-page":"109836","DOI":"10.1016\/j.engfracmech.2023.109836","article-title":"Trans-layer and inter-layer fracture behavior of extrusion-based 3D printed concrete under three-point bending","volume":"296","author":"Tang","year":"2024","journal-title":"Eng. Fract. Mech."},{"key":"ref_63","doi-asserted-by":"crossref","first-page":"112388","DOI":"10.1016\/j.jobe.2025.112388","article-title":"Testing prisms as a method for assessing compressive properties of 3D-printed structural members: Experimental and numerical studies","volume":"104","author":"Khanverdi","year":"2025","journal-title":"J. Build. Eng."},{"key":"ref_64","doi-asserted-by":"crossref","first-page":"919","DOI":"10.1139\/cjce-2023-0395","article-title":"Structural performance of large-scale 3D-printed walls subjected to axial compression load","volume":"51","author":"Silveira","year":"2024","journal-title":"Can. J. Civ. Eng."},{"key":"ref_65","unstructured":"Louren\u00e7o, P.B. (1996). Computational Strategies for Masonry Structures. [Ph.D. Thesis, Delft University of Technology]."},{"key":"ref_66","first-page":"295","article-title":"The failure of brick masonry under biaxial stresses","volume":"79","author":"Dhanasekar","year":"1985","journal-title":"Proc. Inst. Civ. Eng."},{"key":"ref_67","first-page":"893","article-title":"The biaxial compressive strength of brick masonry","volume":"71","author":"Page","year":"1981","journal-title":"Proc. Inst. Civ. Eng."},{"key":"ref_68","first-page":"223","article-title":"Failure of shear-stressed masonry: An enlarged theory, tests and application to shear walls","volume":"30","author":"Mann","year":"1982","journal-title":"Proc. Br. Ceram. Soc."},{"key":"ref_69","doi-asserted-by":"crossref","first-page":"642","DOI":"10.1061\/(ASCE)0733-9445(1998)124:6(642)","article-title":"Continuum model for masonry: Parameter estimation and validation","volume":"124","author":"Rots","year":"1998","journal-title":"J. Struct. Eng."},{"key":"ref_70","doi-asserted-by":"crossref","unstructured":"Rudziewicz, M., Hutyra, A., Maroszek, M., Korniejenko, K., and Hebda, M. (2025). 3D-Printed Lightweight Foamed Concrete with Dispersed Reinforcement. Appl. Sci., 15.","DOI":"10.3390\/app15084527"},{"key":"ref_71","doi-asserted-by":"crossref","first-page":"192","DOI":"10.1617\/s11527-025-02723-9","article-title":"Reducing anisotropic behaviour of 3D printed concrete through interlocked filaments","volume":"58","author":"Mostert","year":"2025","journal-title":"Mater. Struct."},{"key":"ref_72","doi-asserted-by":"crossref","first-page":"170","DOI":"10.1617\/s11527-024-02437-4","article-title":"Mechanical properties and fracture phenomena in 3D-printed helical cementitious architected materials under compression","volume":"57","author":"Moini","year":"2024","journal-title":"Mater. Struct."},{"key":"ref_73","doi-asserted-by":"crossref","first-page":"106388","DOI":"10.1016\/j.cemconres.2021.106388","article-title":"3D-printable engineered cementitious composites: Fresh and hardened properties","volume":"143","author":"Yu","year":"2021","journal-title":"Cem. Concr. Res."},{"key":"ref_74","doi-asserted-by":"crossref","first-page":"119074","DOI":"10.1016\/j.engstruct.2024.119074","article-title":"Nature-inspired approach for enhancing the fracture performance of 3D printed strain-hardening cementitious composites","volume":"322","author":"Du","year":"2025","journal-title":"Eng. Struct."},{"key":"ref_75","doi-asserted-by":"crossref","first-page":"105051","DOI":"10.1016\/j.autcon.2023.105051","article-title":"A bio-inspired solution to alleviate anisotropy of 3D printed engineered cementitious composites: Knitting\/tilting filaments","volume":"155","author":"Zhou","year":"2023","journal-title":"Autom. Constr."},{"key":"ref_76","doi-asserted-by":"crossref","unstructured":"Jiang, X., Li, Y., Yang, Z., Li, Y., and Xiong, B. (2024). Harnessing Path Optimization to Enhance the Strength of Three-Dimensional (3D) Printed Concrete. Buildings, 14.","DOI":"10.3390\/buildings14020455"},{"key":"ref_77","doi-asserted-by":"crossref","first-page":"208","DOI":"10.1016\/j.enbuild.2014.05.024","article-title":"Hygrothermal properties of earth bricks","volume":"80","author":"Cagnon","year":"2014","journal-title":"Energy Build."},{"key":"ref_78","unstructured":"Drysdale, R.G., Hamid, A.A., and Baker, L.R. (1999). Masonry Structures: Behavior and Design, The Masonry Society."},{"key":"ref_79","doi-asserted-by":"crossref","unstructured":"Hendry, A.W. (1998). Structural Masonry, Macmillan.","DOI":"10.1007\/978-1-349-14827-1"},{"key":"ref_80","doi-asserted-by":"crossref","first-page":"105787","DOI":"10.1016\/j.cemconres.2019.105787","article-title":"Weak bond strength between successive layers in extrusion-based additive manufacturing: Measurement and physical origin","volume":"123","author":"Keita","year":"2019","journal-title":"Cem. Concr. Res."},{"key":"ref_81","doi-asserted-by":"crossref","first-page":"468","DOI":"10.1016\/j.conbuildmat.2018.03.232","article-title":"Effect of surface moisture on inter-layer strength of 3D printed concrete","volume":"172","author":"Sanjayan","year":"2018","journal-title":"Constr. Build. Mater."},{"key":"ref_82","doi-asserted-by":"crossref","unstructured":"Van Der Putten, J., Deprez, M., Cnudde, V., De Schutter, G., and Van Tittelboom, K. (2019). Microstructural characterization of 3D printed cementitious materials. Materials, 12.","DOI":"10.3390\/ma12182993"},{"key":"ref_83","doi-asserted-by":"crossref","first-page":"132","DOI":"10.1016\/j.cemconres.2019.02.017","article-title":"Hardened properties of 3D printed concrete: The influence of process parameters on interlayer adhesion","volume":"119","author":"Wolfs","year":"2019","journal-title":"Cem. Concr. Res."},{"key":"ref_84","doi-asserted-by":"crossref","first-page":"108","DOI":"10.1016\/j.measurement.2017.08.051","article-title":"Measurement of tensile bond strength of 3D printed geopolymer mortar","volume":"113","author":"Panda","year":"2018","journal-title":"Measurement"},{"key":"ref_85","doi-asserted-by":"crossref","first-page":"2276","DOI":"10.1061\/(ASCE)0733-9445(1989)115:9(2276)","article-title":"Response of masonry bed joints in direct shear","volume":"115","author":"Atkinson","year":"1989","journal-title":"J. Struct. Eng."},{"key":"ref_86","unstructured":"Van der Pluijm, R. (1993). Shear behaviour of bed joints. Proceedings of the 6th North American Masonry Conference, Philadelphia, PA, USA, 6\u20139 June 1993, Technomic Publ. Co."},{"key":"ref_87","doi-asserted-by":"crossref","first-page":"779","DOI":"10.1061\/(ASCE)0733-9445(2004)130:5(779)","article-title":"Characterization of cyclic behavior of dry masonry joints","volume":"130","author":"Ramos","year":"2004","journal-title":"J. Struct. Eng."},{"key":"ref_88","first-page":"27","article-title":"Direct printing test for buildability of 3D-printable concrete","volume":"98","author":"Nerella","year":"2019","journal-title":"Cem. Concr. Compos."},{"key":"ref_89","doi-asserted-by":"crossref","first-page":"144","DOI":"10.1016\/j.matlet.2018.09.159","article-title":"Micro-cable reinforced geopolymer composite for extrusion-based 3D printing","volume":"235","author":"Ma","year":"2019","journal-title":"Mater. Lett."},{"key":"ref_90","first-page":"118929","article-title":"Steel reinforcement strategies for 3D concrete printing","volume":"250","author":"Pham","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"ref_91","doi-asserted-by":"crossref","first-page":"1091","DOI":"10.1002\/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6","article-title":"In-plane seismic response of brick masonry walls","volume":"26","author":"Magenes","year":"1997","journal-title":"Earthq. Eng. Struct. Dyn."},{"key":"ref_92","doi-asserted-by":"crossref","unstructured":"Toma\u017eevi\u010d, M. (1999). Earthquake-Resistant Design of Masonry Buildings, Imperial College Press.","DOI":"10.1142\/p055"},{"key":"ref_93","doi-asserted-by":"crossref","first-page":"619","DOI":"10.1061\/(ASCE)0733-9445(1990)116:3(619)","article-title":"In-plane resistance of reinforced masonry shear walls","volume":"116","author":"Shing","year":"1990","journal-title":"J. Struct. Eng."},{"key":"ref_94","first-page":"191","article-title":"Seismic behaviour of unreinforced masonry walls","volume":"18","author":"Priestley","year":"1985","journal-title":"Bull. N. Z. Natl. Soc. Earthq. Eng."},{"key":"ref_95","first-page":"71","article-title":"Seismic response patterns for brick masonry buildings","volume":"10","author":"Abrams","year":"1992","journal-title":"TMS J."},{"key":"ref_96","doi-asserted-by":"crossref","first-page":"369","DOI":"10.1080\/15583058.2010.528824","article-title":"Analysis of masonry structures without box behavior","volume":"5","author":"Mendes","year":"2011","journal-title":"Int. J. Archit. Herit."},{"key":"ref_97","doi-asserted-by":"crossref","first-page":"97","DOI":"10.1007\/s10518-014-9609-x","article-title":"Seismic assessment of rocking masonry structures","volume":"13","author":"Lagomarsino","year":"2015","journal-title":"Bull. Earthq. Eng."},{"key":"ref_98","doi-asserted-by":"crossref","first-page":"479","DOI":"10.1193\/1.1599896","article-title":"Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings","volume":"19","author":"Speranza","year":"2003","journal-title":"Earthq. Spectra"},{"key":"ref_99","doi-asserted-by":"crossref","first-page":"111692","DOI":"10.1016\/j.jobe.2024.111692","article-title":"Static and dynamic mechanical characteristics of 3D-printed anisotropic basalt fiber-reinforced cement mortar","volume":"100","author":"Li","year":"2025","journal-title":"J. Build. Eng."},{"key":"ref_100","doi-asserted-by":"crossref","first-page":"107796","DOI":"10.1016\/j.compositesb.2020.107796","article-title":"Mechanical improvement of continuous steel microcable reinforced geopolymer composites for 3D printing subject to different loading conditions","volume":"187","author":"Li","year":"2020","journal-title":"Compos. Part B Eng."},{"key":"ref_101","doi-asserted-by":"crossref","first-page":"120176","DOI":"10.1016\/j.engstruct.2025.120176","article-title":"Seismic performance of 3D printed reinforced concrete walls: Experimental study and numerical simulation","volume":"333","author":"Liu","year":"2025","journal-title":"Eng. Struct."},{"key":"ref_102","doi-asserted-by":"crossref","first-page":"113788","DOI":"10.1016\/j.jobe.2025.113788","article-title":"Structural performance of prefabricated 3D printed concrete walls: Effect of cold joint, axial load and load type","volume":"112","author":"Mercimek","year":"2025","journal-title":"J. Build. Eng."},{"key":"ref_103","doi-asserted-by":"crossref","first-page":"111","DOI":"10.1016\/j.cemconres.2018.05.020","article-title":"Rethinking reinforcement for digital fabrication with concrete","volume":"112","author":"Asprone","year":"2018","journal-title":"Cem. Concr. Res."},{"key":"ref_104","first-page":"586","article-title":"Interlayer strength of 3D printed concrete with reinforcements","volume":"221","author":"Marchment","year":"2019","journal-title":"Constr. Build. Mater."},{"key":"ref_105","first-page":"1737","article-title":"Seismic performance of 3D printed buildings: An overview of the world-first full-scale shaking table test","volume":"78","author":"Sangiorgio","year":"2026","journal-title":"Eng. Struct."},{"key":"ref_106","unstructured":"(1999). Methods of Test for Mortar for Masonry\u2014Part 3: Determination of Consistence of Fresh Mortar by Flow Table (Standard No. EN 1015-3)."},{"key":"ref_107","unstructured":"(1999). Methods of Test for Mortar for Masonry\u2014Part 11: Determination of Flexural and Compressive Strength of Hardened Mortar (Standard No. EN 1015-11)."},{"key":"ref_108","unstructured":"(2019). Standard Specification for Mortar for Unit Masonry (Standard No. ASTM C270)."},{"key":"ref_109","unstructured":"(2020). Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry (Standard No. ASTM C780)."},{"key":"ref_110","unstructured":"(2018). Standard Specification for Masonry Cement (Standard No. ASTM C91)."},{"key":"ref_111","unstructured":"(2018). Standard Specification for Aggregate for Masonry Mortar (Standard No. ASTM C144)."},{"key":"ref_112","unstructured":"(2018). Standard Specification for Aggregates for Masonry Grout (Standard No. ASTM C404)."},{"key":"ref_113","unstructured":"(2019). Standard Specification for Mortar Cement (Standard No. ASTM C1329)."},{"key":"ref_114","unstructured":"(2019). Standard Specification for Admixtures for Masonry Mortars (Standard No. ASTM C1384)."},{"key":"ref_115","unstructured":"(2020). Standard Specification for Preblended Dry Mortar Mixes (Standard No. ASTM C1714)."},{"key":"ref_116","unstructured":"(1998). Methods of Test for Masonry\u2014Part 1: Determination of Compressive Strength (Standard No. EN 1052-1)."},{"key":"ref_117","unstructured":"(1999). Methods of Test for Masonry\u2014Part 2: Determination of Flexural Strength (Standard No. EN 1052-2)."},{"key":"ref_118","unstructured":"(2002). Methods of Test for Masonry\u2014Part 3: Determination of Initial Shear Strength (Standard No. EN 1052-3)."},{"key":"ref_119","unstructured":"(2005). Methods of Test for Masonry\u2014Part 5: Determination of Bond Strength by the Bond Wrench Method (Standard No. EN 1052-5)."},{"key":"ref_120","unstructured":"(2021). Standard Test Method for Compressive Strength of Masonry Prisms (Standard No. ASTM C1314)."},{"key":"ref_121","unstructured":"(2022). Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages (Standard No. ASTM E519\/E519M)."},{"key":"ref_122","unstructured":"(2021). Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens (Standard No. ASTM C39\/C39M)."},{"key":"ref_123","unstructured":"(2022). Standard Test Method for Flexural Strength of Concrete Using Simple Beam with Third-Point Loading (Standard No. ASTM C78\/C78M)."},{"key":"ref_124","unstructured":"(2016). Standard Test Method for Flexural Strength of Concrete Using Simple Beam with Center-Point Loading (Standard No. ASTM C293\/C293M)."}],"container-title":["Materials"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.mdpi.com\/1996-1944\/19\/17\/3688\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,8,31]],"date-time":"2026-08-31T04:41:02Z","timestamp":1788151262000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.mdpi.com\/1996-1944\/19\/17\/3688"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2026,8,30]]},"references-count":124,"journal-issue":{"issue":"17","published-online":{"date-parts":[[2026,9]]}},"alternative-id":["ma19173688"],"URL":"https:\/\/doi.org\/10.3390\/ma19173688","relation":{},"ISSN":["1996-1944"],"issn-type":[{"value":"1996-1944","type":"electronic"}],"subject":[],"published":{"date-parts":[[2026,8,30]]}}}