{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,1]],"date-time":"2026-06-01T15:55:44Z","timestamp":1780329344128,"version":"3.54.1"},"reference-count":74,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2024,2,1]],"date-time":"2024-02-01T00:00:00Z","timestamp":1706745600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2024,2,1]],"date-time":"2024-02-01T00:00:00Z","timestamp":1706745600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2024,2,1]],"date-time":"2024-02-01T00:00:00Z","timestamp":1706745600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-017"},{"start":{"date-parts":[[2024,2,1]],"date-time":"2024-02-01T00:00:00Z","timestamp":1706745600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-037"},{"start":{"date-parts":[[2024,2,1]],"date-time":"2024-02-01T00:00:00Z","timestamp":1706745600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-012"},{"start":{"date-parts":[[2024,2,1]],"date-time":"2024-02-01T00:00:00Z","timestamp":1706745600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-029"},{"start":{"date-parts":[[2024,2,1]],"date-time":"2024-02-01T00:00:00Z","timestamp":1706745600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-004"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["52078358"],"award-info":[{"award-number":["52078358"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100012166","name":"National Key Research and Development Program of China","doi-asserted-by":"publisher","award":["2022YFC3803401"],"award-info":[{"award-number":["2022YFC3803401"]}],"id":[{"id":"10.13039\/501100012166","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100012166","name":"National Key Research and Development Program of China","doi-asserted-by":"publisher","award":["2022YFE0198300"],"award-info":[{"award-number":["2022YFE0198300"]}],"id":[{"id":"10.13039\/501100012166","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Engineering Fracture Mechanics"],"published-print":{"date-parts":[[2024,2]]},"DOI":"10.1016\/j.engfracmech.2023.109836","type":"journal-article","created":{"date-parts":[[2024,1,4]],"date-time":"2024-01-04T12:59:20Z","timestamp":1704373160000},"page":"109836","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":34,"special_numbering":"C","title":["Trans-layer and inter-layer fracture behavior of extrusion-based 3D printed concrete under three-point bending"],"prefix":"10.1016","volume":"296","author":[{"given":"Yuxiang","family":"Tang","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jianzhuang","family":"Xiao","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Tao","family":"Ding","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-1883-2385","authenticated-orcid":false,"given":"Haoran","family":"Liu","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Mingzhong","family":"Zhang","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Junhui","family":"Zhang","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"78","reference":[{"key":"10.1016\/j.engfracmech.2023.109836_b0005","doi-asserted-by":"crossref","DOI":"10.1016\/j.autcon.2019.102933","article-title":"Large-scale digital concrete construction-CONPrint3D concept for on-site, monolithic 3D-printing","volume":"107","author":"Mechtcherine","year":"2019","journal-title":"Automat Constr"},{"key":"10.1016\/j.engfracmech.2023.109836_b0010","doi-asserted-by":"crossref","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":"10.1016\/j.engfracmech.2023.109836_b0015","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconcomp.2021.103964","article-title":"Integrating reinforcement in digital fabrication with concrete: a review and classification framework","volume":"119","author":"Mechtcherine","year":"2021","journal-title":"Cement Concr Comp"},{"key":"10.1016\/j.engfracmech.2023.109836_b0020","doi-asserted-by":"crossref","first-page":"251","DOI":"10.1016\/j.autcon.2019.03.011","article-title":"Additive manufacturing as an enabling technology for digital construction: A perspective on Construction 4.0","volume":"103","author":"Craveiro","year":"2019","journal-title":"Automat Constr"},{"key":"10.1016\/j.engfracmech.2023.109836_b0025","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconres.2020.106079","article-title":"Opportunities and challenges for structural engineering of digitally fabricated concrete","volume":"133","author":"Menna","year":"2020","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0030","doi-asserted-by":"crossref","first-page":"25","DOI":"10.1016\/j.cemconres.2018.06.001","article-title":"Vision of 3D printing with concrete - technical, economic and environmental potentials","volume":"112","author":"De Schutter","year":"2018","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0035","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconcomp.2021.104155","article-title":"Mix design concepts for 3D printable concrete: a review","volume":"122","author":"Zhang","year":"2021","journal-title":"Cement Concrete Comp"},{"key":"10.1016\/j.engfracmech.2023.109836_b0040","article-title":"Buildability prediction of 3D\u2013printed concrete at early-ages: a numerical study with Drucker-Prager model","volume":"55","author":"Liu","year":"2022","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0045","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconres.2022.106800","article-title":"A roadmap for quality control of hardening and hardened printed concrete","volume":"157","author":"Mechtcherine","year":"2022","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0050","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2020.121745","article-title":"A review of 3D printed concrete: Performance requirements, testing measurements and mix design","volume":"273","author":"Hou","year":"2021","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0055","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconcomp.2020.103671","article-title":"A critical examination of the influence of material characteristics and extruder geometry on 3D printing of cementitious binders","volume":"112","author":"Nair","year":"2020","journal-title":"Cem Concr Comp"},{"key":"10.1016\/j.engfracmech.2023.109836_b0060","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":"10.1016\/j.engfracmech.2023.109836_b0065","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":"10.1016\/j.engfracmech.2023.109836_b0070","doi-asserted-by":"crossref","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":"10.1016\/j.engfracmech.2023.109836_b0075","article-title":"An investigation into the porosity of extrusion-based 3D printed concrete","volume":"37","author":"Kruger","year":"2021","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0080","article-title":"Influence of pore defects on the hardened properties of 3D printed concrete with coarse aggregate","volume":"55","author":"Liu","year":"2022","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0085","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconres.2020.106078","article-title":"Influence of process parameters on the interlayer bond strength of concrete elements additive manufactured by Shotcrete 3D Printing (SC3DP)","volume":"134","author":"Kloft","year":"2020","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0090","article-title":"Effects of interlayer notch and shear stress on interlayer strength of 3D printed cement paste","volume":"36","author":"He","year":"2020","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0095","doi-asserted-by":"crossref","first-page":"212","DOI":"10.1016\/j.autcon.2017.08.019","article-title":"Effects of interlocking on interlayer adhesion and strength of structures in 3D printing of concrete","volume":"83","author":"Zareiyan","year":"2017","journal-title":"Automat Constr"},{"key":"10.1016\/j.engfracmech.2023.109836_b0100","doi-asserted-by":"crossref","first-page":"770","DOI":"10.1016\/j.conbuildmat.2019.01.008","article-title":"Mechanical anisotropy of aligned fiber reinforced composite for extrusion-based 3D printing","volume":"202","author":"Ma","year":"2019","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0105","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconcomp.2020.103724","article-title":"Hardened properties of layered 3D printed concrete with recycled sand","volume":"113","author":"Ding","year":"2020","journal-title":"Cem Concr Comp"},{"key":"10.1016\/j.engfracmech.2023.109836_b0110","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconcomp.2021.104254","article-title":"Examining layer height effects on the flexural and fracture response of plain and fiber-reinforced 3D-printed beams","volume":"124","author":"Nair","year":"2021","journal-title":"Cem Concr Comp"},{"key":"10.1016\/j.engfracmech.2023.109836_b0115","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2021.125731","article-title":"Effect of drying environment on mechanical properties, internal RH and pore structure of 3D printed concrete","volume":"315","author":"Ma","year":"2022","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0120","article-title":"Microstructure and mechanical behaviour of 3D printed ultra-high performance concrete after elevated temperatures","volume":"58","author":"Dong","year":"2022","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0125","article-title":"Finite element analysis on the anisotropic behavior of 3D printed concrete under compression and flexure","volume":"39","author":"Xiao","year":"2021","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0130","series-title":"Fracture Mechanics of Concrete: Applications of Fracture Mechanics to Concrete, Rock and Other Quasi-Brittle Materials","author":"Shah","year":"1995"},{"key":"10.1016\/j.engfracmech.2023.109836_b0135","article-title":"Mechanical characterisation for numerical simulation of extrusion-based 3D concrete printing","volume":"44","author":"van den Heever","year":"2021","journal-title":"J Build Eng"},{"key":"10.1016\/j.engfracmech.2023.109836_b0140","article-title":"Numerical modelling strategies for reinforced 3D concrete printed elements","volume":"50","author":"van den Heever","year":"2022","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0145","doi-asserted-by":"crossref","DOI":"10.1016\/j.tafmec.2022.103309","article-title":"A predictive model to determine tensile strength and fracture toughness of 3D printed fiber reinforced concrete loaded in different directions","volume":"119","author":"Yang","year":"2022","journal-title":"Theor Appl Fract Mec"},{"key":"10.1016\/j.engfracmech.2023.109836_b0150","article-title":"Study on preparation and mechanical properties of 3D printed concrete with different aggregate combinations","volume":"51","author":"Xiao","year":"2022","journal-title":"J Build Eng"},{"key":"10.1016\/j.engfracmech.2023.109836_b0155","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":"10.1016\/j.engfracmech.2023.109836_b0160","doi-asserted-by":"crossref","first-page":"281","DOI":"10.1016\/j.jclepro.2017.08.165","article-title":"Additive manufacturing of geopolymer for sustainable built environment","volume":"167","author":"Panda","year":"2017","journal-title":"J Clean Prod"},{"key":"10.1016\/j.engfracmech.2023.109836_b0165","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2021.122586","article-title":"Effect of polyethylene fiber content on workability and mechanical-anisotropic properties of 3D printed ultra-high ductile concrete","volume":"281","author":"Ye","year":"2021","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0170","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconres.2021.106695","article-title":"Evaluating the effects of porosity on the mechanical properties of extrusion-based 3D printed concrete","volume":"153","author":"van den Heever","year":"2022","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0175","doi-asserted-by":"crossref","first-page":"51","DOI":"10.1016\/j.cemconres.2015.03.002","article-title":"Fracture process zone and tensile behavior of blended binders containing limestone powder","volume":"73","author":"Das","year":"2015","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0180","doi-asserted-by":"crossref","first-page":"2978","DOI":"10.1016\/j.engfracmech.2011.08.016","article-title":"An experimental investigation on the FPZ properties in concrete using digital image correlation technique","volume":"78","author":"Wu","year":"2011","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0185","doi-asserted-by":"crossref","first-page":"15","DOI":"10.1016\/j.matdes.2015.04.038","article-title":"Crack propagation and strain localization in metallic particulate-reinforced cementitious mortars","volume":"79","author":"Das","year":"2015","journal-title":"Mater Design"},{"key":"10.1016\/j.engfracmech.2023.109836_b0190","doi-asserted-by":"crossref","first-page":"316","DOI":"10.1016\/j.cemconcomp.2014.07.018","article-title":"The fracture response of blended formulations containing limestone powder: Evaluations using two-parameter fracture model and digital image correlation","volume":"53","author":"Das","year":"2014","journal-title":"Cem Concr Comp"},{"key":"10.1016\/j.engfracmech.2023.109836_b0195","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2021.124405","article-title":"Plastic shrinkage and cracking of 3D printed mortar with recycled sand","volume":"302","author":"Zhang","year":"2021","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0200","unstructured":"GB\/T 2419-2005. Standard for Test method for fluidity of cement mortar. In: GB\/T 2419-2005, editor.: National Standard of the People's Republic of China; 2005."},{"key":"10.1016\/j.engfracmech.2023.109836_b0205","article-title":"Examining the significance of infill printing pattern on the anisotropy of 3D printed concrete","volume":"262","author":"Murcia","year":"2020","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0210","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2022.127394","article-title":"Effect of curing methods during a long time gap between two printing sessions on the interlayer bonding of 3D printed cementitious materials","volume":"332","author":"Chen","year":"2022","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0215","unstructured":"GB\/T 50081-2019. Standard for test methods of concrete physical and mechanical properties. National Standard of the People's Republic of China."},{"key":"10.1016\/j.engfracmech.2023.109836_b0220","unstructured":"ASTM C511-21. Standard Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and Concretes. American Society for Testing and Materials."},{"key":"10.1016\/j.engfracmech.2023.109836_b0225","doi-asserted-by":"crossref","first-page":"457","DOI":"10.1007\/BF02472029","article-title":"TC 89-FMT fracture mechanics of concrete, determination of fracture parameters (KIcs and CTODc) of plain concrete using three-point bend tests","volume":"23","author":"RILEM","year":"1990","journal-title":"Mater Struct"},{"key":"10.1016\/j.engfracmech.2023.109836_b0230","doi-asserted-by":"crossref","first-page":"220","DOI":"10.1617\/s11527-021-01786-8","article-title":"RILEM Standard: testing methods for determination of the double-K criterion for crack propagation in concrete using wedge-splitting tests and three-point bending beam tests, recommendation of RILEM TC265-TDK","volume":"54","author":"Xu","year":"2021","journal-title":"Mater Struct"},{"key":"10.1016\/j.engfracmech.2023.109836_b0235","doi-asserted-by":"crossref","first-page":"93","DOI":"10.1016\/j.istruc.2020.08.056","article-title":"Framework to optimise two-dimensional DIC measurements at different orders of accuracy for concrete structures","volume":"28","author":"Liu","year":"2020","journal-title":"Structures"},{"key":"10.1016\/j.engfracmech.2023.109836_b0240","doi-asserted-by":"crossref","first-page":"294","DOI":"10.1016\/j.cemconres.2019.03.013","article-title":"A review on concrete fracture energy and effective parameters","volume":"120","author":"Khalilpour","year":"2019","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0245","doi-asserted-by":"crossref","first-page":"151","DOI":"10.1023\/A:1018740728458","article-title":"Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams","volume":"98","author":"Xu","year":"1999","journal-title":"Int J Fracture"},{"key":"10.1016\/j.engfracmech.2023.109836_b0250","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconres.2021.106559","article-title":"Modelling the interlayer bond strength of 3D printed concrete with surface moisture","volume":"150","author":"Moelich","year":"2021","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0255","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfracmech.2020.107426","article-title":"Energy dissipation during fracturing process of nuclear graphite based on cohesive crack model","volume":"242","author":"Tang","year":"2021","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0260","article-title":"Characterization on crack propagation of nuclear graphite under three-point bending","volume":"20","author":"Tang","year":"2019","journal-title":"Nucl Mater Energy"},{"key":"10.1016\/j.engfracmech.2023.109836_b0265","article-title":"Size effects on the characteristics of fracture process zone of plain concrete under three-point bending","volume":"315","author":"Tang","year":"2021","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0270","first-page":"1227","article-title":"Two parameter fracture model for concrete","volume":"111","author":"Jenq","year":"1985","journal-title":"J Eng Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0275","doi-asserted-by":"crossref","first-page":"888","DOI":"10.1680\/jmacr.18.00423","article-title":"An investigation of fracture properties and size effects of concrete using the ESPI technique","volume":"72","author":"Chen","year":"2020","journal-title":"Mag Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0280","doi-asserted-by":"crossref","first-page":"819","DOI":"10.3846\/jcem.2019.10799","article-title":"Characterizations on fracture process zone of plain concrete","volume":"25","author":"Tang","year":"2019","journal-title":"J Civ Eng Manag"},{"key":"10.1016\/j.engfracmech.2023.109836_b0285","doi-asserted-by":"crossref","first-page":"531","DOI":"10.1016\/j.carbon.2019.08.081","article-title":"Characterization on tensile behaviors of fracture process zone of nuclear graphite using a hybrid numerical and experimental approach","volume":"155","author":"Tang","year":"2019","journal-title":"Carbon"},{"key":"10.1016\/j.engfracmech.2023.109836_b0290","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2022.126546","article-title":"Mechanical properties and uniaxial compressive stress-strain behavior of fully recycled aggregate concrete","volume":"323","author":"Tang","year":"2022","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0295","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconcomp.2023.105178","article-title":"Effect of carbonation treatment on fracture behavior of low-carbon mortar with recycled sand and recycled powder","volume":"142","author":"Tang","year":"2023","journal-title":"Cem Concr Comp"},{"key":"10.1016\/j.engfracmech.2023.109836_b0300","doi-asserted-by":"crossref","first-page":"440","DOI":"10.1016\/j.conbuildmat.2013.03.040","article-title":"Tension softening curves of plain concrete","volume":"44","author":"Chen","year":"2013","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0305","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfracmech.2021.108158","article-title":"Modelling fracture process zone width and length for quasi-brittle fracture of rock, concrete and ceramics","volume":"259","author":"Hu","year":"2022","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0310","doi-asserted-by":"crossref","first-page":"1","DOI":"10.1016\/j.engfracmech.2016.01.024","article-title":"Strain energy and process zone based fracture characterization of a novel iron carbonate binding material","volume":"156","author":"Das","year":"2016","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0315","doi-asserted-by":"crossref","first-page":"1545","DOI":"10.1007\/s11340-013-9781-y","article-title":"Application of DIC technique to concrete-study on objectivity of measured surface displacements","volume":"53","author":"Skarzynski","year":"2013","journal-title":"Exp Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0320","doi-asserted-by":"crossref","first-page":"773","DOI":"10.1016\/0008-8846(76)90007-7","article-title":"Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements","volume":"6","author":"Hillerborg","year":"1976","journal-title":"Cem Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0325","doi-asserted-by":"crossref","first-page":"287","DOI":"10.1007\/BF02472918","article-title":"TC 50-FMC fracture mechanics of concrete, determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams","volume":"18","author":"RILEM","year":"1985","journal-title":"Mater Struct"},{"key":"10.1016\/j.engfracmech.2023.109836_b0330","doi-asserted-by":"crossref","first-page":"49","DOI":"10.1016\/j.engfracmech.2012.04.005","article-title":"Incremental displacement collocation method for the evaluation of tension softening curve of mortar","volume":"88","author":"Su","year":"2012","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0335","article-title":"Analytical investigation on the unstable fracture toughness of fine-grained quartz-diorite rock considering the size effect","volume":"108722","author":"Wu","year":"2022","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2023.109836_b0340","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2022.126743","article-title":"A mechanistic evaluation relating microstructural morphology to a modified Mohr-Griffith compression-shear constitutive model for 3D printed concrete","volume":"325","author":"van den Heever","year":"2022","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2023.109836_b0345","doi-asserted-by":"crossref","first-page":"227","DOI":"10.1680\/macr.1984.36.129.227","article-title":"Effect of specimen and crack sizes, water cement ratio and coarse aggregate texture upon fracture-toughness of concrete","volume":"36","author":"Nallathambi","year":"1984","journal-title":"Mag Concr Res"},{"key":"10.1016\/j.engfracmech.2023.109836_b0350","article-title":"Unraveling pore structure alternations in 3D-printed geopolymer concrete and corresponding impacts on macro-properties","volume":"59","author":"Chen","year":"2022","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0355","doi-asserted-by":"crossref","first-page":"3565","DOI":"10.1016\/j.jmrt.2023.10.114","article-title":"Determination of tensile strength and fracture toughness of nuclear graphite and prediction of its structural failures","volume":"27","author":"Chen","year":"2023","journal-title":"J Mater Res Technol"},{"key":"10.1016\/j.engfracmech.2023.109836_b0360","article-title":"Biomimicry for 3D concrete printing: A review and perspective","volume":"38","author":"du Plessis","year":"2021","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0365","article-title":"3D concrete printing of bioinspired Bouligand structure: A study on impact resistance","volume":"50","author":"Liu","year":"2022","journal-title":"Addit Manuf"},{"key":"10.1016\/j.engfracmech.2023.109836_b0370","doi-asserted-by":"crossref","DOI":"10.1016\/j.cemconcomp.2021.103987","article-title":"Designing ductile, tough, nacre-inspired concrete member in metric scale","volume":"118","author":"Ye","year":"2021","journal-title":"Cem Concr Comp"}],"container-title":["Engineering Fracture Mechanics"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0013794423007944?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0013794423007944?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2025,9,15]],"date-time":"2025-09-15T19:18:19Z","timestamp":1757963899000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0013794423007944"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2024,2]]},"references-count":74,"alternative-id":["S0013794423007944"],"URL":"https:\/\/doi.org\/10.1016\/j.engfracmech.2023.109836","relation":{},"ISSN":["0013-7944"],"issn-type":[{"value":"0013-7944","type":"print"}],"subject":[],"published":{"date-parts":[[2024,2]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Trans-layer and inter-layer fracture behavior of extrusion-based 3D printed concrete under three-point bending","name":"articletitle","label":"Article Title"},{"value":"Engineering Fracture Mechanics","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.engfracmech.2023.109836","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2024 Elsevier Ltd. All rights reserved.","name":"copyright","label":"Copyright"}],"article-number":"109836"}}