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...
Saved in:
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: | , , |
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 |