Loading…

A performance analysis of conventional reinforcement methods for “exotic” building stones according to the current technical requirements

Standard methods for dimensioning stone applications have increased their importance in new construction projects. Natural stones are unique in their structure, and thus, one would expect larger differences in properties when compared with other synthetic competitors. To pursue the objective of meet...

Full description

Saved in:
Bibliographic Details
Published in:International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2020-11, Vol.135, p.104507, Article 104507
Main Authors: Pazeto, A.A., Amaral, P.M., Arcanjo, R.L.
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-a357t-be53133ead93e26d96ce169b9728ca35c6cc7021f40948880d0524132f8dd7f43
cites cdi_FETCH-LOGICAL-a357t-be53133ead93e26d96ce169b9728ca35c6cc7021f40948880d0524132f8dd7f43
container_end_page
container_issue
container_start_page 104507
container_title International journal of rock mechanics and mining sciences (Oxford, England : 1997)
container_volume 135
creator Pazeto, A.A.
Amaral, P.M.
Arcanjo, R.L.
description Standard methods for dimensioning stone applications have increased their importance in new construction projects. Natural stones are unique in their structure, and thus, one would expect larger differences in properties when compared with other synthetic competitors. To pursue the objective of meeting technical requirements, very heterogeneous stone slabs (such as exotic materials with high market value) are usually reinforced using epoxy resins embedded in low-density glassfiber, a process showing low mechanical efficiency. In the present work, four types of thermoset resins and two types of glass fibers were used to reinforce a pegmatitic stone from Brazil, in order to determine the flexural strength and compare it to a sound sample. Results after 4-point bending tests show that relative stiffness is not affected by the use of glassfiber solutions, and the standard dimensioning requirements are only attained in accordance to mechanical strength when high-density glassfiber systems are employed in the surfaces submitted to tensile stresses under a flexural loading. This work allows concluding that, when using such exotic and highly heterogeneous stones, conventional reinforcement methods are not adequate, especially for more demanding cladding and flooring applications.
doi_str_mv 10.1016/j.ijrmms.2020.104507
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2478622377</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S1365160920308753</els_id><sourcerecordid>2478622377</sourcerecordid><originalsourceid>FETCH-LOGICAL-a357t-be53133ead93e26d96ce169b9728ca35c6cc7021f40948880d0524132f8dd7f43</originalsourceid><addsrcrecordid>eNp9kEtO5DAURaNWIzVdsAMGlnqcwr_YyaQlhJqPhMQExlbq-YVyVIkL20HNjA2wA9gcK8FVYczI1tF9R7q3KE4YXTLK1Gm_dH0YhrjklO-QrKj-URyyWotSVrL6mf9CVSVTtPlV_I6xp5QqrvRh8XpGthg6H4Z2BCTt2G6eo4vEdwT8-IRjcj4zEtCNOQU4ZEQGTGtvI8mEfLy84X-fHHy8vJPV5DbWjQ8kJj9iJC2AD3uQPElrJDCFsDMkhPXoYG9-nFzYe-NRcdC1m4jHX--iuL_4d3d-Vd7cXl6fn92Urah0KldYCSYEtrYRyJVtFCBTzarRvIYcAQWgKWedpI2s65paWnHJBO9qa3UnxaL4M3u3wT9OGJPp_RRyz2i41LXiXGidU3JOQfAxBuzMNrihDc-GUbMb3vRmHt7shjfz8Pns73yGucGTw2AiOMzr2lwTkrHefS_4BMK5kys</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2478622377</pqid></control><display><type>article</type><title>A performance analysis of conventional reinforcement methods for “exotic” building stones according to the current technical requirements</title><source>Elsevier</source><creator>Pazeto, A.A. ; Amaral, P.M. ; Arcanjo, R.L.</creator><creatorcontrib>Pazeto, A.A. ; Amaral, P.M. ; Arcanjo, R.L.</creatorcontrib><description>Standard methods for dimensioning stone applications have increased their importance in new construction projects. Natural stones are unique in their structure, and thus, one would expect larger differences in properties when compared with other synthetic competitors. To pursue the objective of meeting technical requirements, very heterogeneous stone slabs (such as exotic materials with high market value) are usually reinforced using epoxy resins embedded in low-density glassfiber, a process showing low mechanical efficiency. In the present work, four types of thermoset resins and two types of glass fibers were used to reinforce a pegmatitic stone from Brazil, in order to determine the flexural strength and compare it to a sound sample. Results after 4-point bending tests show that relative stiffness is not affected by the use of glassfiber solutions, and the standard dimensioning requirements are only attained in accordance to mechanical strength when high-density glassfiber systems are employed in the surfaces submitted to tensile stresses under a flexural loading. This work allows concluding that, when using such exotic and highly heterogeneous stones, conventional reinforcement methods are not adequate, especially for more demanding cladding and flooring applications.</description><identifier>ISSN: 1365-1609</identifier><identifier>EISSN: 1873-4545</identifier><identifier>DOI: 10.1016/j.ijrmms.2020.104507</identifier><language>eng</language><publisher>Berlin: Elsevier Ltd</publisher><subject>Building stones ; Construction ; Construction industry ; Density ; Epoxy resins ; Flexural strength ; Glass fiber reinforced plastics ; Market value ; Mechanical efficiency ; Mechanical properties ; Modulus of rupture in bending ; Polymers ; Project engineering ; Reinforcement ; Slabs ; Standard requirements ; Stiffness ; Stone ; Thermosetting resins</subject><ispartof>International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2020-11, Vol.135, p.104507, Article 104507</ispartof><rights>2020 Elsevier Ltd</rights><rights>Copyright Elsevier BV Nov 2020</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a357t-be53133ead93e26d96ce169b9728ca35c6cc7021f40948880d0524132f8dd7f43</citedby><cites>FETCH-LOGICAL-a357t-be53133ead93e26d96ce169b9728ca35c6cc7021f40948880d0524132f8dd7f43</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Pazeto, A.A.</creatorcontrib><creatorcontrib>Amaral, P.M.</creatorcontrib><creatorcontrib>Arcanjo, R.L.</creatorcontrib><title>A performance analysis of conventional reinforcement methods for “exotic” building stones according to the current technical requirements</title><title>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</title><description>Standard methods for dimensioning stone applications have increased their importance in new construction projects. Natural stones are unique in their structure, and thus, one would expect larger differences in properties when compared with other synthetic competitors. To pursue the objective of meeting technical requirements, very heterogeneous stone slabs (such as exotic materials with high market value) are usually reinforced using epoxy resins embedded in low-density glassfiber, a process showing low mechanical efficiency. In the present work, four types of thermoset resins and two types of glass fibers were used to reinforce a pegmatitic stone from Brazil, in order to determine the flexural strength and compare it to a sound sample. Results after 4-point bending tests show that relative stiffness is not affected by the use of glassfiber solutions, and the standard dimensioning requirements are only attained in accordance to mechanical strength when high-density glassfiber systems are employed in the surfaces submitted to tensile stresses under a flexural loading. This work allows concluding that, when using such exotic and highly heterogeneous stones, conventional reinforcement methods are not adequate, especially for more demanding cladding and flooring applications.</description><subject>Building stones</subject><subject>Construction</subject><subject>Construction industry</subject><subject>Density</subject><subject>Epoxy resins</subject><subject>Flexural strength</subject><subject>Glass fiber reinforced plastics</subject><subject>Market value</subject><subject>Mechanical efficiency</subject><subject>Mechanical properties</subject><subject>Modulus of rupture in bending</subject><subject>Polymers</subject><subject>Project engineering</subject><subject>Reinforcement</subject><subject>Slabs</subject><subject>Standard requirements</subject><subject>Stiffness</subject><subject>Stone</subject><subject>Thermosetting resins</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9kEtO5DAURaNWIzVdsAMGlnqcwr_YyaQlhJqPhMQExlbq-YVyVIkL20HNjA2wA9gcK8FVYczI1tF9R7q3KE4YXTLK1Gm_dH0YhrjklO-QrKj-URyyWotSVrL6mf9CVSVTtPlV_I6xp5QqrvRh8XpGthg6H4Z2BCTt2G6eo4vEdwT8-IRjcj4zEtCNOQU4ZEQGTGtvI8mEfLy84X-fHHy8vJPV5DbWjQ8kJj9iJC2AD3uQPElrJDCFsDMkhPXoYG9-nFzYe-NRcdC1m4jHX--iuL_4d3d-Vd7cXl6fn92Urah0KldYCSYEtrYRyJVtFCBTzarRvIYcAQWgKWedpI2s65paWnHJBO9qa3UnxaL4M3u3wT9OGJPp_RRyz2i41LXiXGidU3JOQfAxBuzMNrihDc-GUbMb3vRmHt7shjfz8Pns73yGucGTw2AiOMzr2lwTkrHefS_4BMK5kys</recordid><startdate>202011</startdate><enddate>202011</enddate><creator>Pazeto, A.A.</creator><creator>Amaral, P.M.</creator><creator>Arcanjo, R.L.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>202011</creationdate><title>A performance analysis of conventional reinforcement methods for “exotic” building stones according to the current technical requirements</title><author>Pazeto, A.A. ; Amaral, P.M. ; Arcanjo, R.L.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a357t-be53133ead93e26d96ce169b9728ca35c6cc7021f40948880d0524132f8dd7f43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Building stones</topic><topic>Construction</topic><topic>Construction industry</topic><topic>Density</topic><topic>Epoxy resins</topic><topic>Flexural strength</topic><topic>Glass fiber reinforced plastics</topic><topic>Market value</topic><topic>Mechanical efficiency</topic><topic>Mechanical properties</topic><topic>Modulus of rupture in bending</topic><topic>Polymers</topic><topic>Project engineering</topic><topic>Reinforcement</topic><topic>Slabs</topic><topic>Standard requirements</topic><topic>Stiffness</topic><topic>Stone</topic><topic>Thermosetting resins</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Pazeto, A.A.</creatorcontrib><creatorcontrib>Amaral, P.M.</creatorcontrib><creatorcontrib>Arcanjo, R.L.</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Pazeto, A.A.</au><au>Amaral, P.M.</au><au>Arcanjo, R.L.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A performance analysis of conventional reinforcement methods for “exotic” building stones according to the current technical requirements</atitle><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle><date>2020-11</date><risdate>2020</risdate><volume>135</volume><spage>104507</spage><pages>104507-</pages><artnum>104507</artnum><issn>1365-1609</issn><eissn>1873-4545</eissn><abstract>Standard methods for dimensioning stone applications have increased their importance in new construction projects. Natural stones are unique in their structure, and thus, one would expect larger differences in properties when compared with other synthetic competitors. To pursue the objective of meeting technical requirements, very heterogeneous stone slabs (such as exotic materials with high market value) are usually reinforced using epoxy resins embedded in low-density glassfiber, a process showing low mechanical efficiency. In the present work, four types of thermoset resins and two types of glass fibers were used to reinforce a pegmatitic stone from Brazil, in order to determine the flexural strength and compare it to a sound sample. Results after 4-point bending tests show that relative stiffness is not affected by the use of glassfiber solutions, and the standard dimensioning requirements are only attained in accordance to mechanical strength when high-density glassfiber systems are employed in the surfaces submitted to tensile stresses under a flexural loading. This work allows concluding that, when using such exotic and highly heterogeneous stones, conventional reinforcement methods are not adequate, especially for more demanding cladding and flooring applications.</abstract><cop>Berlin</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijrmms.2020.104507</doi></addata></record>
fulltext fulltext
identifier ISSN: 1365-1609
ispartof International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2020-11, Vol.135, p.104507, Article 104507
issn 1365-1609
1873-4545
language eng
recordid cdi_proquest_journals_2478622377
source Elsevier
subjects Building stones
Construction
Construction industry
Density
Epoxy resins
Flexural strength
Glass fiber reinforced plastics
Market value
Mechanical efficiency
Mechanical properties
Modulus of rupture in bending
Polymers
Project engineering
Reinforcement
Slabs
Standard requirements
Stiffness
Stone
Thermosetting resins
title A performance analysis of conventional reinforcement methods for “exotic” building stones according to the current technical requirements
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-01T16%3A56%3A20IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20performance%20analysis%20of%20conventional%20reinforcement%20methods%20for%20%E2%80%9Cexotic%E2%80%9D%20building%20stones%20according%20to%20the%20current%20technical%20requirements&rft.jtitle=International%20journal%20of%20rock%20mechanics%20and%20mining%20sciences%20(Oxford,%20England%20:%201997)&rft.au=Pazeto,%20A.A.&rft.date=2020-11&rft.volume=135&rft.spage=104507&rft.pages=104507-&rft.artnum=104507&rft.issn=1365-1609&rft.eissn=1873-4545&rft_id=info:doi/10.1016/j.ijrmms.2020.104507&rft_dat=%3Cproquest_cross%3E2478622377%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a357t-be53133ead93e26d96ce169b9728ca35c6cc7021f40948880d0524132f8dd7f43%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2478622377&rft_id=info:pmid/&rfr_iscdi=true