Reliability analysis applied to structural ceramic blocks

The Brazilian National Standard for structural masonry considers the compressive strength as the most important factor for design of structures. For the use of ceramic blocks, NBR 15812-1 (ABNT, 2010) recommends that the prism/wall efficiency factor should be at least 0.70. For that, it is important...

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Prif Awduron:	Souza, Daniel de Andrade, Barboza, Aline da Silva Ramos, Lima Junior, Eduardo Toledo de
Fformat:	Online
Iaith:	por
Cyhoeddwyd:	ANTAC - Associação Nacional de Tecnologia do Ambiente Construído 2018
Mynediad Ar-lein:	https://seer.ufrgs.br/ambienteconstruido/article/view/69661
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id	ojs-article-69661
record_format	ojs
spelling	ojs-article-696612019-01-08T18:41:31Z Reliability analysis applied to structural ceramic blocks Souza, Daniel de Andrade Barboza, Aline da Silva Ramos Lima Junior, Eduardo Toledo de Structural Masonry; Statistical Inference; Structural Reliability. The Brazilian National Standard for structural masonry considers the compressive strength as the most important factor for design of structures. For the use of ceramic blocks, NBR 15812-1 (ABNT, 2010) recommends that the prism/wall efficiency factor should be at least 0.70. For that, it is important to assess the geometrical and mechanical properties of blocks and the mechanical properties of mortar, as the failure mechanism of prisms is associated with internal stresses in the brick-mortar interface. Although this design strategy has been successfully implemented, it does not consider a series of uncertainties in the production of the block and in the masonry construction process. Taking this into consideration, this paper aims to provide a statistical and reliability assessment of blocks produced by a specific manufacturer, between February and April 2014. Experimental measurements and tests provided data to a statistical characterization of dimensional parameters and compressive strength. A reliability-based evaluation was then carried out to describe the probabilistic performance of masonry subjected to compression by using First Order Reliability Method (FORM) and Monte Carlo simulation. ANTAC - Associação Nacional de Tecnologia do Ambiente Construído CNPQ FINEP 2018-06-06 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion https://seer.ufrgs.br/ambienteconstruido/article/view/69661 Ambiente Construído; v. 18, n. 2 (2018): Edição especial sobre Tecnologia das Argamassas; 401-412 Ambiente Construído; v. 18, n. 2 (2018): Edição especial sobre Tecnologia das Argamassas; 401-412 Ambiente Construído; v. 18, n. 2 (2018): Edição especial sobre Tecnologia das Argamassas; 401-412 1678-8621 1415-8876 por https://seer.ufrgs.br/ambienteconstruido/article/view/69661/48363 Direitos autorais 2018 Ambiente Construído https://creativecommons.org/licenses/by/4.0
institution	Universidade Federal do Rio Grande do Sul
collection	OJS
language	por
format	Online
author	Souza, Daniel de Andrade Barboza, Aline da Silva Ramos Lima Junior, Eduardo Toledo de
spellingShingle	Souza, Daniel de Andrade Barboza, Aline da Silva Ramos Lima Junior, Eduardo Toledo de Reliability analysis applied to structural ceramic blocks
author_facet	Souza, Daniel de Andrade Barboza, Aline da Silva Ramos Lima Junior, Eduardo Toledo de
author_sort	Souza, Daniel de Andrade
title	Reliability analysis applied to structural ceramic blocks
title_short	Reliability analysis applied to structural ceramic blocks
title_full	Reliability analysis applied to structural ceramic blocks
title_fullStr	Reliability analysis applied to structural ceramic blocks
title_full_unstemmed	Reliability analysis applied to structural ceramic blocks
title_sort	reliability analysis applied to structural ceramic blocks
description	The Brazilian National Standard for structural masonry considers the compressive strength as the most important factor for design of structures. For the use of ceramic blocks, NBR 15812-1 (ABNT, 2010) recommends that the prism/wall efficiency factor should be at least 0.70. For that, it is important to assess the geometrical and mechanical properties of blocks and the mechanical properties of mortar, as the failure mechanism of prisms is associated with internal stresses in the brick-mortar interface. Although this design strategy has been successfully implemented, it does not consider a series of uncertainties in the production of the block and in the masonry construction process. Taking this into consideration, this paper aims to provide a statistical and reliability assessment of blocks produced by a specific manufacturer, between February and April 2014. Experimental measurements and tests provided data to a statistical characterization of dimensional parameters and compressive strength. A reliability-based evaluation was then carried out to describe the probabilistic performance of masonry subjected to compression by using First Order Reliability Method (FORM) and Monte Carlo simulation.
publisher	ANTAC - Associação Nacional de Tecnologia do Ambiente Construído
publishDate	2018
url	https://seer.ufrgs.br/ambienteconstruido/article/view/69661
work_keys_str_mv	AT souzadanieldeandrade reliabilityanalysisappliedtostructuralceramicblocks AT barbozaalinedasilvaramos reliabilityanalysisappliedtostructuralceramicblocks AT limajunioreduardotoledode reliabilityanalysisappliedtostructuralceramicblocks
_version_	1709370555631665152

Reliability analysis applied to structural ceramic blocks

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