Giovanni Plizzari

Professor of Structural design

University of Brescia

Italy

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About

Giovanni Plizzari is a Professor of Structural Design at the University of Brescia in Italy. His research focuses on the mechanical properties and performance of steel fiber-reinforced concrete (SFRC), including tailoring SFRC compositions, analyzing fiber orientation, and evaluating ductility in structural systems. Recent publications include investigations on the strength and behavior of FRC beams and masonry walls, as well as experimental studies on precast elements and hybrid solutions for tunnel segments.

Articles (12)

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2025

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2024

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2023

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2023

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2023

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2022

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2021

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2021

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2021

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2021

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2021

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2021

Collaborators (7)

Luca Facconi

Assistant Professor

University of Brescia

ITALY

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Antonio Conforti

ITALY

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Aurelio Muttoni

Professor

École Polytechnique Fédérale de Lausanne

SWITZERLAND

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Fausto Minelli

ITALY

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John Cairns

Senior Lecturer

Heriot-Watt University

UNITED KINGDOM

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Giovanni Metelli

Associate Professor

University of Brescia

ITALY

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Miguel Fernández Ruiz

Universidad Politecnica de Madrid Escuela Técnica Superior de Ingeniería Civil

SPAIN

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Giovanni Plizzari

Research Interests

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Articles (12)

Tailoring SFRC to mechanical needs: Full-scale experiments with optimized hybrid SFRC composition and fiber alignment to stress path

Fiber orientation and orientation factors in steel fiber‐reinforced concrete beams with hybrid fibers: A critical review

Analytical model for the in-plane resistance of masonry walls retrofitted with steel fiber reinforced mortar coating

The basis for ductility evaluation in SFRC structures in MC2020: An investigation on slabs and shallow beams

A model for predicting the splitting bearing capacity of Fiber Reinforced Concrete elements under partially loaded areas

Steered fiber orientation: correlating orientation and residual tensile strength parameters of SFRC

Casting position effects on bond performance of reinforcement bars

Local bond behavior of bundled bars: Experimental investigation

A unified approach for determining the strength of FRC beams subjected to torsion–Part II: Analytical modeling

A unified approach for determining the strength of Frc members subjected to torsion—Part I: Experimental investigation

Steel fibers for replacing minimum reinforcement in beams under torsion

A hybrid solution proposal for precast tunnel segments

Collaborators (7)

Luca Facconi

Antonio Conforti

Aurelio Muttoni

Fausto Minelli

John Cairns

Giovanni Metelli

Miguel Fernández Ruiz

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