Ballistic impact resistance of UHPC plates made with hybrid fibers and low binder content

dc.creatorDapper, Paulo Rodrigo
dc.creatorEhrenbring, Hinoel Zamis
dc.creatorPacheco, Fernanda
dc.creatorChrist, Roberto
dc.creatorCostella Menegussi, Giovanna
dc.creatorde Oliveira, Maria Fernanda
dc.creatorTutikian, Bernardo
dc.date2022-03-08T16:13:47Z
dc.date2022-03-08T16:13:47Z
dc.date2021-12-03
dc.date.accessioned2023-10-03T19:52:05Z
dc.date.available2023-10-03T19:52:05Z
dc.identifierDapper, P.R.; Ehrendring, H.Z.; Pacheco, F.; Christ, R.; Menegussi, G.C.; Oliveira, M.F.d.; Tutikian, B.F. Ballistic Impact Resistance of UHPC Plates Made with Hybrid Fibers and Low Binder Content. Sustainability 2021, 13, 13410. https://doi.org/10.3390/su132313410
dc.identifier2071-1050
dc.identifierhttps://hdl.handle.net/11323/9056
dc.identifierhttps://doi.org/10.3390/su132313410
dc.identifier10.3390/su132313410
dc.identifierCorporación Universidad de la Costa
dc.identifierREDICUC - Repositorio CUC
dc.identifierhttps://repositorio.cuc.edu.co/
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9172808
dc.descriptionThis study assesses the ballistic impact strength of thin plates made of ultra-high-performance concrete (UHPC) with low cement content (250 kg/m3) and volumes of 80% steel and 20% polypropylene (PP) hybrid fibers. The plates were prepared with thicknesses of 30, 50, and 70 mm and fiber volume ratios of 1.5% and 3.0%. Compressive strength, flexural tensile strength, residual strength, and ballistic impact strength were determined using experimental methods. Test results showed that regardless of fiber content, the UHPC specimens prepared with the hybrid fibers showed similar performance against ballistic impact, exerting relatively low impact energy below 1000 J. The UHPC3.0 mixture made with 3.0% hybrid fiber content exhibited the best performance in terms of energy absorption and spalling resistance at impact energy levels greater than 4000 J. Plate sections with thicknesses of 7 mm showed class III performance (highest level), as recommended for military-based applications.
dc.format15 páginas
dc.formatapplication/pdf
dc.formatapplication/pdf
dc.languageeng
dc.publisherMDPI AG
dc.publisherSwitzerland
dc.relationSustainability
dc.relation1. Oliveira, M.L.; Izquierdo, M.; Querol, X.; Lieberman, R.N.; Saikia, B.K.; Silva, L.F. Nanoparticles from construction wastes: A problem to health and the environment. J. Clean. Prod. 2019, 219, 236–243. [CrossRef]
dc.relation2. Oliveira, M.L.S.; Tutikian, B.F.; Milanes, C.; Silva, L.F.O. Atmospheric contaminations and bad conservation effects in Roman mosaics and mortars of Italica. J. Clean. Prod. 2020, 248, 119250. [CrossRef]
dc.relation3. Oliveira, M.L.; Flores, E.M.; Dotto, G.L.; Neckel, A.; Silva, L.F. Nanomineralogy of mortars and ceramics from the Forum of Caesar and Nerva (Rome, Italy): The protagonist of black crusts produced on historic buildings. J. Clean. Prod. 2021, 278, 123982. [CrossRef]
dc.relation4. Silva, L.F.; Pinto, D.; Neckel, A.; Oliveira, M.L. An analysis of vehicular exhaust derived nanoparticles and historical Belgium fortress building interfaces. Geosci. Front. 2020, 11, 2053–2060. [CrossRef]
dc.relation5. Abbas, S.; Nehdi, M.L.; Saleem, M.A. Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustaina-bility and Implementation Challenges. Int. J. Concr. Struct. Mater. 2016, 10, 271–295. [CrossRef]
dc.relation6. Müller, H.S.; Haist, M.; Vogel, M. Assessment of the sustainability potential of concrete and concrete structures con-sidering their environmental impact, performance and lifetime. Constr. Build. Mater. 2014, 67, 321–337. [CrossRef]
dc.relation7. Hooton, R.D.; Bickley, J.A. Design for durability: The key to improving concrete sustainability. Constr. Build. Mater. 2014, 67, 422–430. [CrossRef]
dc.relation8. Nanayakkara, O.; Gunasekara, C.; Sandanayake, M.; Law, D.W.; Nguyen, K.; Xia, J.; Setunge, S. Alkali activated slag concrete incorporating recycled aggregate concrete: Long term performance and sustainability aspect. Constr. Build. Mater. 2021, 271, 121512. [CrossRef]
dc.relation9. Kim, H.; Koh, T.; Pyo, S. Enhancing flowability and sustainability of ultra high performance concrete incorporating high replacement levels of industrial slags. Constr. Build. Mater. 2016, 123, 153–160. [CrossRef]
dc.relation10. Association Française de Génie Civil. Documents Scientifiques et Techniques Bétons Fibrés à Ultra-Hautes Performances— Recommendations; AFGC: Paris, France, 2013.
dc.relation11. Chellapandian, M.; Prakash, S.; Sharma, A. Strength and ductility of innovative hybrid NSM reinforced and FRP confined short RC columns under axial compression. Compos. Struct. 2017, 176, 205–216. [CrossRef]
dc.relation12. Guo, W.; Fan, W.; Shao, X.; Shen, D.; Chen, B. Constitutive model of ultra-high-performance fiber-reinforced concrete for low-velocity impact simulations. Compos. Struct. 2018, 185, 307–326. [CrossRef]
dc.relation13. Shin, H.; Min, K.-H.; Mitchell, D. Confinement of ultra-high-performance fiber reinforced concrete columns. Compos. Struct. 2017, 176, 124–142. [CrossRef]
dc.relation14. Huang, W.; Kazemi-Kamyab, H.; Sun, W.; Scrivener, K. Effect of cement substitution by limestone on the hydration and microstructural development of ultra-high performance concrete (UHPC). Cem. Concr. Compos. 2017, 77, 86–101. [CrossRef]
dc.relation15. Yoo, D.-Y.; Banthia, N. Mechanical and structural behaviors of ultra-high-performance fiber-reinforced concrete subjected to impact and blast. Constr. Build. Mater. 2017, 149, 416–431. [CrossRef]
dc.relation16. Wu, H.; Ren, G.; Fang, Q.; Liu, J. Effects of steel fiber content and type on dynamic tensile mechanical properties of UHPCC. Constr. Build. Mater. 2018, 173, 251–261. [CrossRef]
dc.relation17. Torregrosa, E.E.C. Dosage Optimization and Bolted Connections for UHPFRC Ties. Ph.D. Thesis, Universitat Politecnica de Valencia, València, Spain, 2015.
dc.relation18. Christ, R. Desenvolvimento de Compósitos Cimentícios Avançados à Base de Pós-Reativos Com Misturas Híbridas de Fibras e Reduzido Impacto Ambiental. Master’s Thesis, Universidade do Vale do Rio do Sinos, São Leopoldo, Brazil, 2014.
dc.relation19. Meng, W.; Valipour, M.; Khayat, K.H. Optimization and performance of cost-effective ultra-high performance concrete. Mater. Struct. 2016, 50, 1–16. [CrossRef]
dc.relation20. Wang, X.-Y.; Park, K.-B. Analysis of compressive strength development of concrete containing high volume fly ash. Constr. Build. Mater. 2015, 98, 810–819. [CrossRef]
dc.relation21. Figueiredo, A.D. Concreto Reforçado Com Fibras. Professorship. Habilitation Thesis, Universidade de São Paulo, São Paulo, Brazil, 2011.
dc.relation22. Yu, R.; Spiesz, P.; Brouwers, H. Development of an eco-friendly Ultra-High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses. Cem. Concr. Compos. 2015, 55, 383–394. [CrossRef]
dc.relation23. Othman, H.; Marzouk, H. Applicability of damage plasticity constitutive model for ultra-high performance fibre-reinforced concrete under impact loads. Int. J. Impact Eng. 2018, 114, 20–31. [CrossRef]
dc.relation24. Kim, D.J.; Park, S.H.; Ryu, G.S.; Koh, K.T. Comparative flexural behavior of Hybrid Ultra High Performance Fiber Reinforced Concrete with different macro fibers. Constr. Build. Mater. 2011, 25, 4144–4155. [CrossRef]
dc.relation25. Nguyen, D.L.; Ryu, G.S.; Koh, K.T.; Kim, D.J. Size and geometry dependent tensile behavior of ultra-high-performance fiberreinforced concrete. Compos. Part B Eng. 2014, 58, 279–292. [CrossRef]
dc.relation26. Richardson, A.; Coventry, K.; Lamb, T.; Mackenzie, D. The addition of synthetic fibres to concrete to improve impact/ballistic toughness. Constr. Build. Mater. 2016, 121, 612–621. [CrossRef]
dc.relation27. Quinino, U.C.D.M. Investigação Experimental Das Propriedades mecâNicas de Compósitos de Concreto com Adições Híbridas de Fibras. Ph.D. Thesis, Universidade Federal do Rio Grande do Sul, Porto Alegre, Brazil, 2015.
dc.relation28. Máca, P.; Sovják, R.; Konvalinka, P. Mix design of UHPFRC and its response to projectile impact. Int. J. Impact Eng. 2014, 63, 158–163. [CrossRef]
dc.relation29. Wu, H.; Fang, Q.; Gong, J.; Liu, J.; Zhang, J.; Gong, Z. Projectile impact resistance of corundum aggregated UHP-SFRC. Int. J. Impact Eng. 2015, 84, 38–53. [CrossRef]
dc.relation30. Mehdipour, I.; Khayat, K.H. Effect of Supplementary Cementitious Material Content and Binder Dispersion on Pack-ing Density and Compressive Strength of Sustainable Cement Paste. ACI Mater. J. 2016, 113, 361–372.
dc.relation31. Liu, J.; Wu, C.; Chen, X. Numerical study of ultra-high performance concrete under non-deformable projectile penetration. Constr. Build. Mater. 2017, 135, 447–458. [CrossRef]
dc.relation32. Liu, J.; Wu, C.; Su, Y.; Li, J.; Shao, R.; Chen, G.; Liu, Z. Experimental and numerical studies of ultra-high performance concrete targets against high-velocity projectile impacts. Eng. Struct. 2018, 173, 166–179. [CrossRef]
dc.relation33. Peng, G.-F.; Niu, X.-J.; Shang, Y.-J.; Zhang, D.-P.; Chen, X.-W.; Ding, H. Combined curing as a novel approach to improve resistance of ultra-high performance concrete to explosive spalling under high temperature and its mechanical properties. Cem. Concr. Res. 2018, 109, 147–158. [CrossRef]
dc.relation34. Pacheco, F.; Christ, R.; Gil, A.M.; Tutikian, B.F. SEM and 3D microtomography application to investigate the distribution of fibers in advanced cementitious composites. Rev. IBRACON Estrut. Mater. 2019, 9, 824–832. [CrossRef]
dc.relation35. ASTM. C1609: Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete; ASTM International: West Conshohocken, PA, USA, 2012.
dc.relation36. Almansa, E.M.; Cánovas, M.F. Behaviour of normal and steel fiber-reinforced concrete under impact of small projectiles. Cem. Concr. Res. 1999, 29, 1807–1814. [CrossRef]
dc.relation37. Richardson, A.; Coventry, K. Dovetailed and hybrid synthetic fibre concrete—Impact, toughness and strength performance. Constr. Build. Mater. 2015, 78, 439–449. [CrossRef]
dc.relation38. Rahman, N.A.; Abdullah, S.; Zamri, W.F.H.; Abdullah, M.F.; Omar, M.Z.; Sajuri, Z. Ballistic Limit of High-Strength Steel and Al7075-T6 Multi-Layered Plates Under 7.62-mm Armour Piercing Projectile Impact. Lat. Am. J. Solids Struct. 2016, 13, 1658–1676. [CrossRef]
dc.relation39. ASTM. D8101: Standard Test Method for Measuring the Penetration Resistance of Composite Materials to Impact by a Blunt Projectile; ASTM International: West Conshohocken, PA, USA, 2018.
dc.relation40. ASTM. E3112: Standard Test Method for Ballistic-Resistant Products and Shoot Packs; ASTM International: West Conshohocken, PA, USA, 2017.
dc.relation41. Law Enforcement Standards Laboratory of the National Bureau of Standards. NIJ 0108.01:Ballistic Resistant Protective Materials; National Institute of Justice: Washington, DC, USA, 1985.
dc.relation42. Wang, R.; Gao, X. Relationship between Flowability, Entrapped Air Content and Strength of UHPC Mixtures Containing Different Dosage of Steel Fiber. Appl. Sci. 2016, 6, 216. [CrossRef]
dc.relation43. Ehrenbring, H.Z.; Quinino, U.C.D.M.; Oliveira, L.F.S.; Tutikian, B.F. Experimental method for investigating the impact of the addition of polymer fibers on drying shrinkage and cracking of concretes. Struct. Concr. 2019, 20, 1064–1075. [CrossRef]
dc.relation44. Banyhussan, Q.; Yıldırım, G.; Bayraktar, E.; Demirhan, S.; ¸Sahmaran, M. Deflection-hardening hybrid fiber reinforced concrete: The effect of aggregate content. Constr. Build. Mater. 2016, 125, 41–52. [CrossRef]
dc.relation45. Ren, F.; Mattus, C.H.; Wang, J.-A.; DiPaolo, B.P. Effect of projectile impact and penetration on the phase composition and microstructure of high performance concretes. Cem. Concr. Compos. 2013, 41, 1–8. [CrossRef]
dc.relation46. Tai, Y. Flat ended projectile penetrating ultra-high strength concrete plate target. Theor. Appl. Fract. Mech. 2009, 51, 117–128. [CrossRef]
dc.relation15
dc.relation1
dc.relation23
dc.relation13
dc.rights© 2021 by the authors. Licensee MDPI, Basel, Switzerland.
dc.rightsAtribución 4.0 Internacional (CC BY 4.0)
dc.rightshttps://creativecommons.org/licenses/by/4.0/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightshttp://purl.org/coar/access_right/c_abf2
dc.sourcehttps://www.mdpi.com/2071-1050/13/23/13410
dc.subjectSustainability
dc.subjectComposite materials
dc.subjectImpact
dc.subjectStructural elements
dc.titleBallistic impact resistance of UHPC plates made with hybrid fibers and low binder content
dc.typeArtículo de revista
dc.typehttp://purl.org/coar/resource_type/c_6501
dc.typeText
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typehttp://purl.org/redcol/resource_type/ART
dc.typeinfo:eu-repo/semantics/acceptedVersion
dc.typehttp://purl.org/coar/version/c_ab4af688f83e57aa


Este ítem pertenece a la siguiente institución