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contributor authorPaola Antonaci
contributor authorPietro Bocca
contributor authorAlessandro Grazzini
date accessioned2017-05-08T21:18:05Z
date available2017-05-08T21:18:05Z
date copyrightOctober 2006
date issued2006
identifier other%28asce%290899-1561%282006%2918%3A5%28634%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46174
description abstractThe paper presents the results of an experimental investigation conducted on clay bricks and different types of restoration products commonly available on the European market, specifically a tixotropic mix for production of mortars and structural plasters, two cement-free binders for dehumidifying mortars, a cement-free grout to be used as filler for voids and cavities in masonry structures, a cement-free dehumidifying mortar for the restoration of damp stone, brick and tuff masonry, and a one-component mortar for plaster repair. Prism-shaped specimens were produced using single materials and coupled materials. They were subjected to static compressive tests for the determination of their mechanical properties and cyclic compressive tests for the analysis of their fatigue behavior; the final aim is to develop an experimental procedure for assessing the effectiveness of strengthening materials. A parameter,
publisherAmerican Society of Civil Engineers
titleLong Mechanical Interaction between Strengthening Materials and Preexisting Structures1
typeJournal Paper
journal volume18
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2006)18:5(634)
treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 005
contenttypeFulltext


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