NDLI: Numerical modelling of masonry panels strengthened using FRPs

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Numerical modelling of masonry panels strengthened using FRPs

Content Provider	Scilit
Author	Eusebio, M. Palumbo, P. Lozza, F. Manfredi, G.
Copyright Year	2021
Description	An experimental program conducted at Enel-Hydro ISMES showed that externally applied fibre reinforced polymers (FRPs) are effective in increasing the load-carrying capacity of plain ancient masonry walls that are subjected to in-plane shear loads. Twenty walls with height of 1.6 m were used to conduct 20 tests. Both plain and reinforced walls were tested. The following experimental parameters were investigated: (1) type of fibre reinforcement; (2) amount of fibre reinforcement; (3) layout of fibre reinforcement. The modelling activity has been oriented towards establishing a numerical approach, which is applicable to vulnerability assessment of real large scale structures, in support to retrofitting design. Book Name: Finite Elements in Civil Engineering Applications
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003211365-39&type=chapterpdf
Ending Page	303
Page Count	9
Starting Page	295
DOI	10.1201/9781003211365-39
Language	English
Publisher	Informa UK Limited
Publisher Date	2021-06-09
Access Restriction	Open
Subject Keyword	Book Name: Finite Elements in Civil Engineering Applications Civil Engineering Composite Materials Modelling Structures Experimental Masonry Fibre Reinforcement Numerical
Content Type	Text
Resource Type	Chapter

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