Analysis of masonry structures strengthened with polymeric net reinforced cementitious matrix materials

D’Ambrisi, Angelo; Mezzi, Marco; Feo, Luciano; Berardi, Valentino Paolo

doi:10.1016/j.compstruct.2014.03.032

Cited by 28 publications

(11 citation statements)

References 16 publications

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“…The other group involves composites made of concrete or masonry reinforced with steel or polymeric bars and nets, whose homogenized behavior is described by a stiffnessẼ(r) which is functionally graded in the plate mid-plane. Innovative applications of these materials are analyzed in [26,27] in the field of seismic rehabilitation.…”

Section: Correspondence Principle Between Elastic and Viscoelastic Plmentioning

confidence: 99%

Exact solutions of isotropic viscoelastic functionally graded Kirchhoff plates

Barretta

Luciano

2014

Composite Structures

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Section: Correspondence Principle Between Elastic and Viscoelastic Plmentioning

confidence: 99%

Exact solutions of isotropic viscoelastic functionally graded Kirchhoff plates

Barretta

Luciano

2014

Composite Structures

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“…dhesive junctions have become widely adopted for structural applications in many engineering fields, typically for realizing industrial, automotive, naval and aerospace high-tech structural elements [1,2], as well as for rehabilitating existing civil structures (reinforced concrete and masonry structures) with external Fiber Reinforced Polymer (FRP) reinforcements [3][4][5][6][7][8][9][10][11][12]. Within the field of Civil Engineering, the design of strengthening by bonding composite plates and sheets requires the evaluation of brittle and ductile failure modes, in order to achieve a controlled overall ductile behavior of the structure.…”

Section: Introductionmentioning

confidence: 99%

Cohesive fracture in composite systems: experimental setup and first results

Berardi¹,

Perrella²,

Cricrı̀³

2019

Frattura Ed Integrità Strutturale

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Composite systems are widely used in many engineering applications for new structures and strengthening of existing ones. Within the structural rehabilitation of civil constructions, the plating technique of beams with Fiber Reinforced Polymer (FRP) represents a quick and optimal intervention with respect to traditional ones. The failure of these composite systems usually occurs due to the FRP debonding, which corresponds to a mode II fracture of concrete specimens. In this paper, a new experimental setup for investigating the mode II fracture behavior of FRP-concrete composite structures is presented. The test equipment consists of both conventional equipment and a non-contact optical technique, Digital Image Correlation (DIC), and the test system was realized at the Design Machine Laboratory of the University of Salerno. A preliminary test was performed and the corresponding results are shown and discussed.

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“…By suppressing crack development and/or crack progress, the failure of the masonry walls may be prevented [1]. There are various techniques to prevent crack progress by retrofitting masonry with ductile materials and there are many studies performed about these techniques, few resent ones are sited here [2][3][4][5][6]. One of the methods is to plaster the masonry wall by fibrous cementitious material.…”

Section: Introductionmentioning

confidence: 99%