Statistical analysis of test methods to evaluate rendering surface properties

The objective of this study is to discuss the results of two test methods used to evaluate rendering surface properties: the superficial tensile strength (STS) and the pendulum rebound hammer (which provides the rebound index – RI), besides evaluating, additionally, the tensile bond strength (BS). T...

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প্রধান লেখক: Carasek, Helena, Vaz, Fernando Henrique, Cascudo, Oswaldo
বিন্যাস: Online
ভাষা:eng
প্রকাশিত: ANTAC - Associação Nacional de Tecnologia do Ambiente Construído 2018
অনলাইন ব্যবহার করুন:https://seer.ufrgs.br/ambienteconstruido/article/view/72716
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spelling ojs-article-727162019-01-08T18:41:31Z Statistical analysis of test methods to evaluate rendering surface properties Carasek, Helena Vaz, Fernando Henrique Cascudo, Oswaldo rendering; mortar; superficial tensile strength; pendulum rebound hammer; statistical analysis The objective of this study is to discuss the results of two test methods used to evaluate rendering surface properties: the superficial tensile strength (STS) and the pendulum rebound hammer (which provides the rebound index – RI), besides evaluating, additionally, the tensile bond strength (BS). The studied variables were the type of mortar (job-site mortar and dry-mix mortar) and the render moisture at the time of testing (in four contents). For each test, a minimum of 45 determinations was planned per analyzed situation, totaling 1411 valid results, which allowed a consistent statistical analysis and an in-depth discussion of the methods. The STS and RI tests were sensitive at a 95% confidence level to differentiate mortars from different strengths and were therefore approved for this evaluation. The most significant effect in all statistical models tested was the type of mortar. The variable moisture condition of the render was significant only for the results of STS and BS. In such cases, tests performed with wet or saturated renders presented much lower strength results compared to those carried out with air- dried renders. It was possible to obtain a significant correlation between STS and BS, with a high coefficient of determination. ANTAC - Associação Nacional de Tecnologia do Ambiente Construído 2018-06-06 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion https://seer.ufrgs.br/ambienteconstruido/article/view/72716 Ambiente Construído; v. 18, n. 2 (2018): Edição especial sobre Tecnologia das Argamassas; 87-105 Ambiente Construído; v. 18, n. 2 (2018): Edição especial sobre Tecnologia das Argamassas; 87-105 Ambiente Construído; v. 18, n. 2 (2018): Edição especial sobre Tecnologia das Argamassas; 87-105 1678-8621 1415-8876 eng https://seer.ufrgs.br/ambienteconstruido/article/view/72716/48346 Direitos autorais 2018 Ambiente Construído https://creativecommons.org/licenses/by/4.0
institution Universidade Federal do Rio Grande do Sul
collection OJS
language eng
format Online
author Carasek, Helena
Vaz, Fernando Henrique
Cascudo, Oswaldo
spellingShingle Carasek, Helena
Vaz, Fernando Henrique
Cascudo, Oswaldo
Statistical analysis of test methods to evaluate rendering surface properties
author_facet Carasek, Helena
Vaz, Fernando Henrique
Cascudo, Oswaldo
author_sort Carasek, Helena
title Statistical analysis of test methods to evaluate rendering surface properties
title_short Statistical analysis of test methods to evaluate rendering surface properties
title_full Statistical analysis of test methods to evaluate rendering surface properties
title_fullStr Statistical analysis of test methods to evaluate rendering surface properties
title_full_unstemmed Statistical analysis of test methods to evaluate rendering surface properties
title_sort statistical analysis of test methods to evaluate rendering surface properties
description The objective of this study is to discuss the results of two test methods used to evaluate rendering surface properties: the superficial tensile strength (STS) and the pendulum rebound hammer (which provides the rebound index – RI), besides evaluating, additionally, the tensile bond strength (BS). The studied variables were the type of mortar (job-site mortar and dry-mix mortar) and the render moisture at the time of testing (in four contents). For each test, a minimum of 45 determinations was planned per analyzed situation, totaling 1411 valid results, which allowed a consistent statistical analysis and an in-depth discussion of the methods. The STS and RI tests were sensitive at a 95% confidence level to differentiate mortars from different strengths and were therefore approved for this evaluation. The most significant effect in all statistical models tested was the type of mortar. The variable moisture condition of the render was significant only for the results of STS and BS. In such cases, tests performed with wet or saturated renders presented much lower strength results compared to those carried out with air- dried renders. It was possible to obtain a significant correlation between STS and BS, with a high coefficient of determination.
publisher ANTAC - Associação Nacional de Tecnologia do Ambiente Construído
publishDate 2018
url https://seer.ufrgs.br/ambienteconstruido/article/view/72716
work_keys_str_mv AT carasekhelena statisticalanalysisoftestmethodstoevaluaterenderingsurfaceproperties
AT vazfernandohenrique statisticalanalysisoftestmethodstoevaluaterenderingsurfaceproperties
AT cascudooswaldo statisticalanalysisoftestmethodstoevaluaterenderingsurfaceproperties
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