Show simple item record

contributor authorLuciano Ombres
contributor authorStefania Mazzuca
date accessioned2017-12-30T13:04:50Z
date available2017-12-30T13:04:50Z
date issued2017
identifier other%28ASCE%29CC.1943-5614.0000755.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245398
description abstractThis paper aims to analyze the results of compression tests conducted on fabric-reinforced cementitious matrix (FRCM)–confined concrete elements. The analysis is developed using a database of 152 compression tests on FRCM-wrapped, plain concrete cylindrical specimens assembled from the literature. The database is first used to analyze the influence of the relevant mechanical and geometric parameters on the structural response of the confined specimens. Then, empirical design–oriented models to predict the peak strength and the corresponding strain of the FRCM-wrapped specimens are proposed and verified with the experimental database through a best-fit analysis of the collected data. The performance of the proposed models is also compared to that of some existing models (which have been proposed in both the literature and codes) by using the database.
publisherAmerican Society of Civil Engineers
titleConfined Concrete Elements with Cement-Based Composites: Confinement Effectiveness and Prediction Models
typeJournal Paper
journal volume21
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000755
page04016103
treeJournal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record