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Üç boyutlu polimer kafes yapıları ile çimento esaslı kompozitlerin üretimi ve mekanik özelliklerinin incelenmesi

Year 2025, , 313 - 326, 31.01.2025
https://doi.org/10.61112/jiens.1582330

Abstract

İnşaat mühendisliğinde beton en yaygın kullanılan mühendislik malzemesidir. Basınç dayanımının yüksek olmasına rağmen, çekme dayanımına karşı zayıftır ve düşük süneklik gösterir. Betonun sünekliğini artırmak için takviye malzemeleri kullanılır. Bu çalışmada hem sünekliğini arttırmak hem hafiflik sağlamak ve hem de enerji emme kapasitesini arttırmak için Gyroid ve Fluorite gibi hücresel kafes yapılar çimento esaslı harç içerisine gömülmüştür. Ayrıca, üç boyutlu polimer kafes yapılar ile üretilen çimento esaslı kompozitlerin mekanik özellikleri kontrol harcı (KH), lifli harç (LH) ve iki farklı kafes konfigürasyonu ile üretilen Gyroid harç (GH) ve Fluorite harç (FH) kullanılarak araştırılmıştır. Kafes yapılar eriterek biriktirme modellemesi (EBM) ile 3B yazıcılar kullanılarak akrilonitril bütadien stiren (ABS) malzemeden üretilmiştir. Kafes yapılar çimento esaslı harcın içine gömülerek numuneler hazırlanmıştır. Üretilen kafes takviyeli numuneler üzerinde basınç, orta noktadan yüklemeli 3 nokta eğilme testi ve darbe deneyleri yapılmıştır. Elde edilen sonuçlara göre; en yüksek basınç dayanım değerini lifli harç (LH) numune göstermiştir. Lifli harcın (LH) kafes takviyeli çimento esaslı harç numunelerinden daha yüksek enerji yutma kapasitesine sahip olduğu görülmüştür. Darbe dayanımından elde edilen sonuçlara göre ise kafes yapılı çimento esaslı harç numunelerin sünek bir davranış gösterdiği ve daha yüksek darbe emme enerjisi değerlerine sahip olduğu görülmüştür.

Supporting Institution

Gazi üniversitesi BAP

Project Number

FDK-2022-8071

References

  • Teng L, Zhang R, Khayat KH (2022) Tension-stiffening effect consideration for modeling deflection of cracked reinforced uhpc beams. Sustainability 14(1):415. https://doi.org/10.3390/su14010415
  • Salahaddin SD, Haido JH, Wardeh G (2022) The behavior of UHPC containing recycled glass waste in place of cementitious materials: A comprehensive review. Case Studies in Construction Materials 17:e01494. https://doi.org/10.1016/j.cscm.2022.e01494
  • Kilany RM, Sharobim K, Husseien N (2014) Mechanical properties of UHPC with hybrid fibers. Port-said Engineering Research Journal 18(1):106-113. https://doi.org/10.21608/pserj.2014.46805
  • Hematibahar M, Hasanzadeh A et al (2023) Influence of 3D-printed reinforcement on the mechanical and fracture characteristics of ultra high performance concrete. Result in Engineering 19:101365, https://doi.org/10.1016/j.rineng.2023.101365
  • İsa MN, Pilakoutas K, Guadagnini M (2021) Determination of tensile characteristics and design of eco-efficient UHPC. Structures 32:2174-2194. https://doi.org/10.1016/j.istruc.2021.03.114
  • Medicis C, Gonzalez S, Alvarado YA et al (2022) Mechanical performance of commercially available premix uhpc-based 3d printable concrete. Materials 15:6326. https://doi.org/10.3390/ma15186326
  • Nasrin S, İbrahim A (2021) Flexural response of Ultra-High-Performance Concrete (UHPC) hybrid bridge deck connections made with local materials. Construction and Building Materials 270:121451. https://doi.org/10.1016/j.conbuildmat.2020.121451
  • Thomas RJ, Sorensen AD (2020) Review of strain rate effects for UHPC in tension. Construction and Building Materials 153:846-856. https://doi.org/10.1016/j.conbuildmat.2017.07.168
  • Bolander JE, Choi S (2008) Fracture of fiber-reinforced cement composites: effects of fiber dispersion. International Journal of Fracture 154: 73–86. https://doi.org/10.1007/s10704-008-9269-4
  • Stähli P, Custer R, Van Mier JGM (2008) On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC. Materials and Structures 41:189–196. https://doi.org/10.1617/s11527-007-9229-x
  • Abrishambaf A, Barros JAO, Cunha VMCF (2013) Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels. Cement and Concrete Research 51:57–66. https://doi.org/10.1016/j.cemconres.2013.04.009
  • Sarmiento EV, Geiker MR, Kanstad T (2016) Influence of fibre distribution and orientation on the flexural behaviour of beams cast from flowable hybrid polymer-steel FRC. Construction and Building Materials 109:166–176. https://doi.org/10.1016/j.conbuildmat.2016.02.005
  • Zhou B, Uchida Y (2017) Relationship between fiber orientation/distribution and post-cracking behaviour in ultra-high-performance fiber-reinforced concrete (UHPFRC). Cement and Concrete Composites 83:66–75. https://doi.org/10.1016/j.cemconcomp.2017.07.007
  • Stähli P, Van Mier JGM (2007) Manufacturing, fibre anisotropy and fracture of hybrid fibre concrete. Engineering Fracture Mechanics 74:223–242. https://doi.org/10.1016/j.engfracmech.2006.01.028
  • Švec O, Žirgulis G, Bolander JE, Stang H (2014) Influence of formwork surface on the orientation of steel fibres within self-compacting concrete and on the mechanical properties of cast structural elements. Cement and Concrete Composites 50:60–72. https://doi.org/10.1016/j.cemconcomp.2013.12.002
  • Salazar B, Williams I, Aghdasi P, Ostertag C, Taylor H (2018) International congress on polymers in concrete (ICPIC 2018). International Congress on Polymers in Concrete (ICPIC 2018):261–266. https://doi.org/10.1007/978-3-319-78175-4_32
  • Farina I, Fabbrocino F, Carpentieri G, Modano M, Amendola A, Goodall R et al (2016) On the reinforcement of cement mortars through 3D printed polymeric and metallic fibers. Composites Part B: Engineering 90:76–85. https://doi.org/10.1016/j.compositesb. 2015.12.006
  • Nam YJ, Hwang YK, Park JW, Lim YM (2019) Feasibility study to control fiber distribution for enhancement of composite properties via three-dimensional printing. Mechanics of Advanced Materials and Structures 26:465–469. https://doi.org/10.1080/15376494. 2018.1432809
  • Rosewitz JA, Choshali HA, Rahbar N (2019) Bioinspired design of architected cementpolymer composites. Cement Concrete Composites 96:252–265. https://doi.org/10.1016/j.cemconcomp.2018.12.010
  • Xu Y, Šavija B (2019) Development of strain hardening cementitious composite (SHCC) reinforced with 3D printed polymeric reinforcement: mechanical properties. Composites Part B: Engineering 174. https://doi.org/10.1016/j.compositesb.2019.107011
  • Hao W, Liu J, Kanwal H (2022) Compressive properties of cementitious composites reinforced by 3D printed PA 6 lattice. Polymer Testing 117:107811. https://doi.org/10.1016/j.polymertesting.2022.107811
  • Liu J, Kanwal H, Tang C, Hao W (2022) Study on flexural properties of 3D printed lattice-reinforced concrete structures using acoustic emission and digital image correlation. Construction and Building Materials 333:127418. https://doi.org/10.1016/j.conbuildmat.2022.127418
  • Qin S, Cao S, Yılmaz E, Li J (2021) Influence of types and shapes of 3D printed polymeric lattice on ductility performance of cementitious backfill composites. Construction and Building Materials 307:124973. https://doi.org/10.1016/j.conbuildmat.2021.124973
  • Salazar B, Aghdasi P, Williams ID et al (2020) Polymer lattice-reinforcement for enhancing ductility of concrete. Materials and Design 196:109184. https://doi.org/10.1016/j.matdes.2020.109184
  • Son J, Cao M, Cai L et al (2021) 3D printed polymeric formwork for lattice cementitious composites. Journal of Building Engineering 43:103074. https://doi.org/10.1016/j.jobe.2021.103074
  • Li J, Cao S, Song W (2023) Flexural behavior of cementitious backfill composites reinforced by various 3D printed polymeric lattices. Composite Structures 323:117489. https://doi.org/10.1016/j.compstruct.2023.117489
  • Xie B, Li X, Zhao X, Hu N (2023) Tunable properties and responses of architected lattice-reinforced cementitious composite components induced by versatile cell topology and distributions. Composite Structures 312:116850. https://doi.org/10.1016/j.compstruct.2023.116850
  • Chen M, Chen Z, Xuan Y et al (2023) Static and dynamic compressive behaviour of 3D printed auxetic lattice reinforced ultra-high performance concrete. Cement and Concrete Composites 139:105046. https://doi.org/10.1016/j.cemconcomp.2023.105046
  • Choudhry NK, Nguyen TK, Nguyen-Van V et al (2024) Auxetic lattice reinforcement for tailored mechanical properties in cementitious composite: Experiments and modelling. Construction and Building Materials 438:137252. https://doi.org/10.1016/j.conbuildmat.2024.137252
  • Tang C, Liu J, Hao W, Wei Y (2023) Flexural properties of 3D printed graded lattice reinforced cementitious composites using digital image correlation. Materials and Design 227:111734. https://doi.org/10.1016/j.matdes.2023.111734
  • Suzuki J, Seki M, Matsushita Y (2000) The tricontinuous double-gyroid structure from a three-component polymer system. The Journal of Chemical Physics 112: 4862–4868. https://doi.org/10.1063/1.481089
  • Abueidda DW, Elhebeary M et al (2019) Mechanical properties of 3D printed polymeric Gyroid cellular structures: Experimental and finite element study. Materials and Design 165:107597. https://doi.org/10.1016/j.matdes.2019.107597
  • Nguyen TK, Suhaizan MS et al (2023) Mechanical responses of buoyant bio-inspired foamed concrete structures. Construction and Building Materials 391:131731. https://doi.org/10.1016/j.conbuildmat.2023.131731
  • Li D, Liao W, Dai N, Xie YM (2019) Comparison of mechanical properties and energy absorption of sheet-based and strut-based gyroid cellular structures with graded densities. Materials 12(13): 2183. https://doi.org/10.3390/ma12132183
  • Peng C, Tran P (2020) Bioinspired functionally graded gyroid sandwich panel subjected to impulsive loadings. Composites Part B: Engineering 188:107773. https://doi.org/10.1016/j.compositesb.2020.107773
  • Higuera S, Miralbes R, Ranz D (2022) Mechanical properties and energy–absorption capabilities of thermoplastic sheet gyroid structures. Mechanics of Advanced Materials and Structures 29(25). https://doi.org/10.1080/15376494.2021.1919803
  • Yang L, Mertens R et al (2019) Continuous graded gyroid cellular structures fabricated by selective laser melting: design, manufacturing and mechanical properties. Materials and Design 162:394-404. https://doi.org/10.1016/j.matdes.2018.12.007
  • Yang E, Leary M et al (2019) Effect of geometry on the mechanical properties of Ti-6Al-4V Gyroid structures fabricated via SLM: A numerical study. Materials and Design 184:108165. https://doi.org/10.1016/j.matdes.2019.108165
  • Skoratko A, Szatkiewicz T, Katzer J, Jagoda M (2022) Mechanical properties of mortar beams reinforced by gyroid 3D printed plastic spatial elements. Cement and Concrete Composites 134:104809. https://doi.org/10.1016/j.cemconcomp.2022.104809
  • Samykano M, Selvamani SK et al (2019) Mechanical property of FDM printed ABS: influence of printing parameters. The International Journal of Advanced Manufacturing Technology 102:2779–2796. https://doi.org/10.1007/s00170-019-03313-0
  • Abbott AC, Tandon GP et al (2018) Process-structure-property effects on ABS bond strength in fused filament fabrication. Additive Manufacturing 19:29-38. https://doi.org/10.1016/j.addma.2017.11.002
  • Dul S, Fambri L, Pegoretti A (2018) Filaments production and fused deposition modelling of abs/carbon nanotubes composites. Nanomaterials 8(1):49. https://doi.org/10.3390/nano8010049
  • Schwarz HA (1890) Gesammelte Mathematische Abhandlungen. Springer Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-50665-9
  • Gür Y (2024) Deformation behaviour and energy absorption of 3d printed polymeric gyroid structures. Tehnički vjesnik 31(5). https://doi.org/10.17559/TV-20231224001230
  • American Concrete Institute (ACI) (1999) Measurement of Properties of Fiber Reinforced Concrete. ACI 544.2R-89. Farmington Hills, MI: ACI.
  • Khalil E, Abd-Elmohsen M, Anwar AM (2015) Impact resistance of rubberized self-compacting concrete. Water Science 29:45-53. https://doi.org/10.1016/j.wsj.2014.12.002
  • Ismail MK, Hassan AAA, Lachemi M (2018) Performance of self-consolidating engineered cementitious composite under drop-weight ımpact loading. Journal of Materials in Civil Engineering 31(3). https://doi.org/10.1061/(ASCE)MT.1943-5533.0002619
  • Abid SR, Abdul-Hussein ML et al (2020) Repeated drop-weight impact tests on self-compacting concrete reinforced with micro-steel fiber. Heliyon 6:e03198. https://doi.org/10.1016/j.heliyon.2020.e03198
  • Abid SR, Abdul-Hussein ML et al (2020) Suggested modified testing techniques to the ACI 544-R repeated drop-weight impact test. Construction and Building Materials 244:118321. https://doi.org/10.1016/j.conbuildmat.2020.118321

Production of cement based composites with three dimensional polymer lattice structures and investigation of their mechanical properties

Year 2025, , 313 - 326, 31.01.2025
https://doi.org/10.61112/jiens.1582330

Abstract

In civil engineering, concrete is the most commonly used engineering material. Despite its high compressive strength, it is weak against tensile strength and shows low ductility. Reinforcement materials are used to increase the ductility of concrete. In this study, cellular lattice structures such as Gyroid and Fluorite were embedded in cement-based mortar in order to increase ductility, provide lightness and increase energy absorption capacity. In addition, the mechanical properties of cement-based composites produced with three-dimensional polymer lattice structures were investigated using control mortar (KH), fiber mortar (LH) and Gyroid mortar (GH) and Fluorite mortar (FH) produced with two different lattice configurations. The lattice structures were produced from acrylonitrile butadiene styrene (ABS) material using 3D printers by fusion deposition modelling (EBM). Samples were prepared by embedding the lattice structures in cement-based mortar. Compression, mid-loading 3-point bending test and impact tests were performed on the produced lattice-reinforced samples. According to the results obtained; The highest compressive strength value was shown by the fiber mortar (LH) sample. It was observed that the cage-reinforced cement-based mortar samples had higher energy absorption capacity. According to the results obtained from the impact strength, it was observed that the cage-structured cement-based mortar samples showed a ductile behaviour and had higher impact absorption energy values.

Project Number

FDK-2022-8071

References

  • Teng L, Zhang R, Khayat KH (2022) Tension-stiffening effect consideration for modeling deflection of cracked reinforced uhpc beams. Sustainability 14(1):415. https://doi.org/10.3390/su14010415
  • Salahaddin SD, Haido JH, Wardeh G (2022) The behavior of UHPC containing recycled glass waste in place of cementitious materials: A comprehensive review. Case Studies in Construction Materials 17:e01494. https://doi.org/10.1016/j.cscm.2022.e01494
  • Kilany RM, Sharobim K, Husseien N (2014) Mechanical properties of UHPC with hybrid fibers. Port-said Engineering Research Journal 18(1):106-113. https://doi.org/10.21608/pserj.2014.46805
  • Hematibahar M, Hasanzadeh A et al (2023) Influence of 3D-printed reinforcement on the mechanical and fracture characteristics of ultra high performance concrete. Result in Engineering 19:101365, https://doi.org/10.1016/j.rineng.2023.101365
  • İsa MN, Pilakoutas K, Guadagnini M (2021) Determination of tensile characteristics and design of eco-efficient UHPC. Structures 32:2174-2194. https://doi.org/10.1016/j.istruc.2021.03.114
  • Medicis C, Gonzalez S, Alvarado YA et al (2022) Mechanical performance of commercially available premix uhpc-based 3d printable concrete. Materials 15:6326. https://doi.org/10.3390/ma15186326
  • Nasrin S, İbrahim A (2021) Flexural response of Ultra-High-Performance Concrete (UHPC) hybrid bridge deck connections made with local materials. Construction and Building Materials 270:121451. https://doi.org/10.1016/j.conbuildmat.2020.121451
  • Thomas RJ, Sorensen AD (2020) Review of strain rate effects for UHPC in tension. Construction and Building Materials 153:846-856. https://doi.org/10.1016/j.conbuildmat.2017.07.168
  • Bolander JE, Choi S (2008) Fracture of fiber-reinforced cement composites: effects of fiber dispersion. International Journal of Fracture 154: 73–86. https://doi.org/10.1007/s10704-008-9269-4
  • Stähli P, Custer R, Van Mier JGM (2008) On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC. Materials and Structures 41:189–196. https://doi.org/10.1617/s11527-007-9229-x
  • Abrishambaf A, Barros JAO, Cunha VMCF (2013) Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels. Cement and Concrete Research 51:57–66. https://doi.org/10.1016/j.cemconres.2013.04.009
  • Sarmiento EV, Geiker MR, Kanstad T (2016) Influence of fibre distribution and orientation on the flexural behaviour of beams cast from flowable hybrid polymer-steel FRC. Construction and Building Materials 109:166–176. https://doi.org/10.1016/j.conbuildmat.2016.02.005
  • Zhou B, Uchida Y (2017) Relationship between fiber orientation/distribution and post-cracking behaviour in ultra-high-performance fiber-reinforced concrete (UHPFRC). Cement and Concrete Composites 83:66–75. https://doi.org/10.1016/j.cemconcomp.2017.07.007
  • Stähli P, Van Mier JGM (2007) Manufacturing, fibre anisotropy and fracture of hybrid fibre concrete. Engineering Fracture Mechanics 74:223–242. https://doi.org/10.1016/j.engfracmech.2006.01.028
  • Švec O, Žirgulis G, Bolander JE, Stang H (2014) Influence of formwork surface on the orientation of steel fibres within self-compacting concrete and on the mechanical properties of cast structural elements. Cement and Concrete Composites 50:60–72. https://doi.org/10.1016/j.cemconcomp.2013.12.002
  • Salazar B, Williams I, Aghdasi P, Ostertag C, Taylor H (2018) International congress on polymers in concrete (ICPIC 2018). International Congress on Polymers in Concrete (ICPIC 2018):261–266. https://doi.org/10.1007/978-3-319-78175-4_32
  • Farina I, Fabbrocino F, Carpentieri G, Modano M, Amendola A, Goodall R et al (2016) On the reinforcement of cement mortars through 3D printed polymeric and metallic fibers. Composites Part B: Engineering 90:76–85. https://doi.org/10.1016/j.compositesb. 2015.12.006
  • Nam YJ, Hwang YK, Park JW, Lim YM (2019) Feasibility study to control fiber distribution for enhancement of composite properties via three-dimensional printing. Mechanics of Advanced Materials and Structures 26:465–469. https://doi.org/10.1080/15376494. 2018.1432809
  • Rosewitz JA, Choshali HA, Rahbar N (2019) Bioinspired design of architected cementpolymer composites. Cement Concrete Composites 96:252–265. https://doi.org/10.1016/j.cemconcomp.2018.12.010
  • Xu Y, Šavija B (2019) Development of strain hardening cementitious composite (SHCC) reinforced with 3D printed polymeric reinforcement: mechanical properties. Composites Part B: Engineering 174. https://doi.org/10.1016/j.compositesb.2019.107011
  • Hao W, Liu J, Kanwal H (2022) Compressive properties of cementitious composites reinforced by 3D printed PA 6 lattice. Polymer Testing 117:107811. https://doi.org/10.1016/j.polymertesting.2022.107811
  • Liu J, Kanwal H, Tang C, Hao W (2022) Study on flexural properties of 3D printed lattice-reinforced concrete structures using acoustic emission and digital image correlation. Construction and Building Materials 333:127418. https://doi.org/10.1016/j.conbuildmat.2022.127418
  • Qin S, Cao S, Yılmaz E, Li J (2021) Influence of types and shapes of 3D printed polymeric lattice on ductility performance of cementitious backfill composites. Construction and Building Materials 307:124973. https://doi.org/10.1016/j.conbuildmat.2021.124973
  • Salazar B, Aghdasi P, Williams ID et al (2020) Polymer lattice-reinforcement for enhancing ductility of concrete. Materials and Design 196:109184. https://doi.org/10.1016/j.matdes.2020.109184
  • Son J, Cao M, Cai L et al (2021) 3D printed polymeric formwork for lattice cementitious composites. Journal of Building Engineering 43:103074. https://doi.org/10.1016/j.jobe.2021.103074
  • Li J, Cao S, Song W (2023) Flexural behavior of cementitious backfill composites reinforced by various 3D printed polymeric lattices. Composite Structures 323:117489. https://doi.org/10.1016/j.compstruct.2023.117489
  • Xie B, Li X, Zhao X, Hu N (2023) Tunable properties and responses of architected lattice-reinforced cementitious composite components induced by versatile cell topology and distributions. Composite Structures 312:116850. https://doi.org/10.1016/j.compstruct.2023.116850
  • Chen M, Chen Z, Xuan Y et al (2023) Static and dynamic compressive behaviour of 3D printed auxetic lattice reinforced ultra-high performance concrete. Cement and Concrete Composites 139:105046. https://doi.org/10.1016/j.cemconcomp.2023.105046
  • Choudhry NK, Nguyen TK, Nguyen-Van V et al (2024) Auxetic lattice reinforcement for tailored mechanical properties in cementitious composite: Experiments and modelling. Construction and Building Materials 438:137252. https://doi.org/10.1016/j.conbuildmat.2024.137252
  • Tang C, Liu J, Hao W, Wei Y (2023) Flexural properties of 3D printed graded lattice reinforced cementitious composites using digital image correlation. Materials and Design 227:111734. https://doi.org/10.1016/j.matdes.2023.111734
  • Suzuki J, Seki M, Matsushita Y (2000) The tricontinuous double-gyroid structure from a three-component polymer system. The Journal of Chemical Physics 112: 4862–4868. https://doi.org/10.1063/1.481089
  • Abueidda DW, Elhebeary M et al (2019) Mechanical properties of 3D printed polymeric Gyroid cellular structures: Experimental and finite element study. Materials and Design 165:107597. https://doi.org/10.1016/j.matdes.2019.107597
  • Nguyen TK, Suhaizan MS et al (2023) Mechanical responses of buoyant bio-inspired foamed concrete structures. Construction and Building Materials 391:131731. https://doi.org/10.1016/j.conbuildmat.2023.131731
  • Li D, Liao W, Dai N, Xie YM (2019) Comparison of mechanical properties and energy absorption of sheet-based and strut-based gyroid cellular structures with graded densities. Materials 12(13): 2183. https://doi.org/10.3390/ma12132183
  • Peng C, Tran P (2020) Bioinspired functionally graded gyroid sandwich panel subjected to impulsive loadings. Composites Part B: Engineering 188:107773. https://doi.org/10.1016/j.compositesb.2020.107773
  • Higuera S, Miralbes R, Ranz D (2022) Mechanical properties and energy–absorption capabilities of thermoplastic sheet gyroid structures. Mechanics of Advanced Materials and Structures 29(25). https://doi.org/10.1080/15376494.2021.1919803
  • Yang L, Mertens R et al (2019) Continuous graded gyroid cellular structures fabricated by selective laser melting: design, manufacturing and mechanical properties. Materials and Design 162:394-404. https://doi.org/10.1016/j.matdes.2018.12.007
  • Yang E, Leary M et al (2019) Effect of geometry on the mechanical properties of Ti-6Al-4V Gyroid structures fabricated via SLM: A numerical study. Materials and Design 184:108165. https://doi.org/10.1016/j.matdes.2019.108165
  • Skoratko A, Szatkiewicz T, Katzer J, Jagoda M (2022) Mechanical properties of mortar beams reinforced by gyroid 3D printed plastic spatial elements. Cement and Concrete Composites 134:104809. https://doi.org/10.1016/j.cemconcomp.2022.104809
  • Samykano M, Selvamani SK et al (2019) Mechanical property of FDM printed ABS: influence of printing parameters. The International Journal of Advanced Manufacturing Technology 102:2779–2796. https://doi.org/10.1007/s00170-019-03313-0
  • Abbott AC, Tandon GP et al (2018) Process-structure-property effects on ABS bond strength in fused filament fabrication. Additive Manufacturing 19:29-38. https://doi.org/10.1016/j.addma.2017.11.002
  • Dul S, Fambri L, Pegoretti A (2018) Filaments production and fused deposition modelling of abs/carbon nanotubes composites. Nanomaterials 8(1):49. https://doi.org/10.3390/nano8010049
  • Schwarz HA (1890) Gesammelte Mathematische Abhandlungen. Springer Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-50665-9
  • Gür Y (2024) Deformation behaviour and energy absorption of 3d printed polymeric gyroid structures. Tehnički vjesnik 31(5). https://doi.org/10.17559/TV-20231224001230
  • American Concrete Institute (ACI) (1999) Measurement of Properties of Fiber Reinforced Concrete. ACI 544.2R-89. Farmington Hills, MI: ACI.
  • Khalil E, Abd-Elmohsen M, Anwar AM (2015) Impact resistance of rubberized self-compacting concrete. Water Science 29:45-53. https://doi.org/10.1016/j.wsj.2014.12.002
  • Ismail MK, Hassan AAA, Lachemi M (2018) Performance of self-consolidating engineered cementitious composite under drop-weight ımpact loading. Journal of Materials in Civil Engineering 31(3). https://doi.org/10.1061/(ASCE)MT.1943-5533.0002619
  • Abid SR, Abdul-Hussein ML et al (2020) Repeated drop-weight impact tests on self-compacting concrete reinforced with micro-steel fiber. Heliyon 6:e03198. https://doi.org/10.1016/j.heliyon.2020.e03198
  • Abid SR, Abdul-Hussein ML et al (2020) Suggested modified testing techniques to the ACI 544-R repeated drop-weight impact test. Construction and Building Materials 244:118321. https://doi.org/10.1016/j.conbuildmat.2020.118321
There are 49 citations in total.

Details

Primary Language Turkish
Subjects Construction Materials
Journal Section Research Articles
Authors

Mehmet Yavuz Karabulut 0000-0002-5142-5549

Salih Yazıcıoğlu 0000-0002-6767-2026

Project Number FDK-2022-8071
Publication Date January 31, 2025
Submission Date November 9, 2024
Acceptance Date January 21, 2025
Published in Issue Year 2025

Cite

APA Karabulut, M. Y., & Yazıcıoğlu, S. (2025). Üç boyutlu polimer kafes yapıları ile çimento esaslı kompozitlerin üretimi ve mekanik özelliklerinin incelenmesi. Journal of Innovative Engineering and Natural Science, 5(1), 313-326. https://doi.org/10.61112/jiens.1582330


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