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dc.contributor.authorNicolaides, Demetris
dc.contributor.authorLampropoulos, Andreas
dc.contributor.authorKanellopoulos, Antonios
dc.contributor.authorSavva, Pericles
dc.contributor.authorMina, Anna
dc.contributor.authorPetrou, Michael F.
dc.date.accessioned2022-06-27T09:30:04Z
dc.date.available2022-06-27T09:30:04Z
dc.date.issued2013
dc.identifier.citationNicolaides , D , Lampropoulos , A , Kanellopoulos , A , Savva , P , Mina , A & Petrou , M F 2013 , Static response and modelling of impact resistance of UHPFRCC slab specimens . in fib Symposium TEL-AVIV 2013: Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings . lsraeli Association of Construction and lnfrastructure Engineers (IACIE) and Faculty of Civil and Environmental Engineering, Technion - lsrael lnstitute of Technology , pp. 605-608 , fib Symposium TEL-AVIV 2013 , Tel-Aviv , Israel , 22/04/13 .
dc.identifier.citationconference
dc.identifier.isbn9789659203901
dc.identifier.otherORCID: /0000-0001-9278-2035/work/115270922
dc.identifier.urihttp://hdl.handle.net/2299/25571
dc.description.abstractThe demand for improved properties of the construction materials increase with time and the related design and construction codes are adapted in an analogous manner. UHPFRCCs represent a class of cement composites which have superior characteristics in terms of material properties. Their mechanical and fracture behaviour is substantially enhanced compared to other types of concrete. These materials have, however, a significant increase in cost over and above that of conventional and even High Performance Concrete and it is therefore appropriate to identify applications which will fully utilize their mechanical properties and performance characteristics. The aim of this study is to present the results on the development of an UHPFRCC, the experimental investigation of the quality and the behaviour of this material in a highly demanding application, such as the impact resistance of structures and finally the development of a Finite Element Analysis program which will form a basis for analysis of future field tests.en
dc.format.extent4
dc.language.isoeng
dc.publisherlsraeli Association of Construction and lnfrastructure Engineers (IACIE) and Faculty of Civil and Environmental Engineering, Technion - lsrael lnstitute of Technology
dc.relation.ispartoffib Symposium TEL-AVIV 2013: Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings
dc.subjectImpact resistance
dc.subjectModelling
dc.subjectSlabs
dc.subjectStatie response
dc.subjectUHPFRCC
dc.subjectCivil and Structural Engineering
dc.subjectBuilding and Construction
dc.subjectArchitecture
dc.titleStatic response and modelling of impact resistance of UHPFRCC slab specimensen
dc.contributor.institutionMaterials and Structures
dc.contributor.institutionCentre for Climate Change Research (C3R)
dc.contributor.institutionSchool of Physics, Engineering & Computer Science
dc.contributor.institutionDepartment of Engineering and Technology
dc.contributor.institutionCentre for Engineering Research
dc.contributor.institutionCentre for Future Societies Research
dc.identifier.urlhttp://www.scopus.com/inward/record.url?scp=85015624684&partnerID=8YFLogxK
rioxxterms.typeOther


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