M
Marco di Prisco
Researcher at Polytechnic University of Milan
Publications - 128
Citations - 2309
Marco di Prisco is an academic researcher from Polytechnic University of Milan. The author has contributed to research in topics: Fiber-reinforced concrete & Ultimate tensile strength. The author has an hindex of 19, co-authored 115 publications receiving 1878 citations.
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Fibre reinforced concrete: new design perspectives
TL;DR: In this article, the main concepts behind the structural rules for Fibre Reinforced Concrete structural design are briefly explained, and a New fib Model Code that aims to update the previous CEB-FIP Model Code 90, published in 1993, is presented.
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High mechanical performance of fibre reinforced cementitious composites: the role of “casting-flow induced” fibre orientation
TL;DR: In this paper, a deflection-hardening steel fiber reinforced concrete (DHFRCC) was developed for roof elements, which have been employed to manufacture thin (30 mm) roof elements without any kind of conventional reinforcement.
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Fibre‐reinforced concrete in fib Model Code 2010: principles, models and test validation
TL;DR: In the fib Model Code for Concrete Structures 2010, fiber-reinforced concrete (FRC) is recognized as a new material for structures as discussed by the authors, and the most important constitutive law introduced is the stress-crack opening response in uniaxial tension.
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Double edge wedge splitting (DEWS): an indirect tension test to identify post-cracking behaviour of fibre reinforced cementitious composites
TL;DR: In this article, the double edge wedge splitting test is presented and validated by means of nonlinear finite element analysis, which is able to yield directly, with no need for back analysis, the tensile stress versus crack opening "constitutive relationship" of the material, though performing an "indirect" test, i.e. by applying a compressive load to the specimen.
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Tensile behaviour of high performance fibre-reinforced cementitious composites at high strain rates
TL;DR: In this paper, an experimental research aimed at contributing to the understanding of the behaviour of advanced fibre-reinforced cementitious composites subjected to low and high strain rates was carried out.