Strength and stiffness of 8-inch deep mixed hardwood composite timber mats
There is a current and pressing need to develop engineering standards for timber- and other wood-based mats. In 2018 a group of mat producers and users began discussing a potential grading specification standard specific to mats. There are large gaps in the literature regarding the performance of th...
Gespeichert in:
Veröffentlicht in: | Bioresources 2020-05, Vol.15 (2), p.2495-2500 |
---|---|
Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 2500 |
---|---|
container_issue | 2 |
container_start_page | 2495 |
container_title | Bioresources |
container_volume | 15 |
creator | Owens, Frank C. Seale, R. Daniel Shmulsky, Rubin |
description | There is a current and pressing need to develop engineering standards for timber- and other wood-based mats. In 2018 a group of mat producers and users began discussing a potential grading specification standard specific to mats. There are large gaps in the literature regarding the performance of the available raw materials as well as bolt-laminated mat systems. This work represents a novel attempt to begin to assess the mechanical properties of timber mats. Eight-inch deep mixed hardwood timbers were graded according to an experimental specification standard. Then, they were drilled and bolt laminated into 28 three-timber composite mats that were 24 inches (60.96 cm) in width. The bending stiffness (modulus of elasticity [MOE]) and strength (modulus of rupture [MOR]) performance were evaluated with a static bending test. The 5th percentile nonparametric tolerance limit (5% NTL) and design value for fiber stress in bending (Fb) were calculated. The nonparametric design value compared favorably with that of graded timbers, as described in the 2018 National Design Specification (NDS) for wood. |
doi_str_mv | 10.15376/biores.15.2.2495-2500 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2519838869</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2519838869</sourcerecordid><originalsourceid>FETCH-LOGICAL-c283t-21e1631cdea8fea38a62ac492ef83b54bb33b6d8a65b2b724af3174dc2a9e98a3</originalsourceid><addsrcrecordid>eNpNkEtLAzEUhYMoWB9_QQKup-YxkyZLKT4puFDXIY8bm-JMxiRF_fdOrQtX957L4dzDh9AFJXPa8YW4sjFlKJOYszlrVdewjpADNKOKk4ZRJg7_7cfopJQNIa3klMzQ43PNMLzVNTaDx6XGEAYoBaeAZRMHt8YeYMR9_AKP1yb7z5Q8dqkfU4kVcI29hYx7U8sZOgrmvcD53zxFr7c3L8v7ZvV097C8XjWOSV6nEkAFp86DkQEMl0Yw41rFIEhuu9Zazq3w07mzzC5YawKni9Y7ZhQoafgputznjjl9bKFUvUnbPEwvNeuoklxKoSaX2LtcTqVkCHrMsTf5W1Oif7npPbdJaKZ33PSOG_8BQd1jRg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2519838869</pqid></control><display><type>article</type><title>Strength and stiffness of 8-inch deep mixed hardwood composite timber mats</title><source>DOAJ Directory of Open Access Journals</source><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>Owens, Frank C. ; Seale, R. Daniel ; Shmulsky, Rubin</creator><creatorcontrib>Owens, Frank C. ; Seale, R. Daniel ; Shmulsky, Rubin</creatorcontrib><description>There is a current and pressing need to develop engineering standards for timber- and other wood-based mats. In 2018 a group of mat producers and users began discussing a potential grading specification standard specific to mats. There are large gaps in the literature regarding the performance of the available raw materials as well as bolt-laminated mat systems. This work represents a novel attempt to begin to assess the mechanical properties of timber mats. Eight-inch deep mixed hardwood timbers were graded according to an experimental specification standard. Then, they were drilled and bolt laminated into 28 three-timber composite mats that were 24 inches (60.96 cm) in width. The bending stiffness (modulus of elasticity [MOE]) and strength (modulus of rupture [MOR]) performance were evaluated with a static bending test. The 5th percentile nonparametric tolerance limit (5% NTL) and design value for fiber stress in bending (Fb) were calculated. The nonparametric design value compared favorably with that of graded timbers, as described in the 2018 National Design Specification (NDS) for wood.</description><identifier>ISSN: 1930-2126</identifier><identifier>EISSN: 1930-2126</identifier><identifier>DOI: 10.15376/biores.15.2.2495-2500</identifier><language>eng</language><publisher>Raleigh: North Carolina State University</publisher><subject>Design ; Design specifications ; Hardwoods ; Heavy construction ; Load ; Mechanical properties ; Modulus of elasticity ; Modulus of rupture ; Moisture content ; Performance evaluation ; Raw materials ; Specifications ; Stiffness ; Timber ; Wood</subject><ispartof>Bioresources, 2020-05, Vol.15 (2), p.2495-2500</ispartof><rights>2020. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms available at https://bioresources.cnr.ncsu.edu/about-the-journal/editorial-policies</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c283t-21e1631cdea8fea38a62ac492ef83b54bb33b6d8a65b2b724af3174dc2a9e98a3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,864,27924,27925</link.rule.ids></links><search><creatorcontrib>Owens, Frank C.</creatorcontrib><creatorcontrib>Seale, R. Daniel</creatorcontrib><creatorcontrib>Shmulsky, Rubin</creatorcontrib><title>Strength and stiffness of 8-inch deep mixed hardwood composite timber mats</title><title>Bioresources</title><description>There is a current and pressing need to develop engineering standards for timber- and other wood-based mats. In 2018 a group of mat producers and users began discussing a potential grading specification standard specific to mats. There are large gaps in the literature regarding the performance of the available raw materials as well as bolt-laminated mat systems. This work represents a novel attempt to begin to assess the mechanical properties of timber mats. Eight-inch deep mixed hardwood timbers were graded according to an experimental specification standard. Then, they were drilled and bolt laminated into 28 three-timber composite mats that were 24 inches (60.96 cm) in width. The bending stiffness (modulus of elasticity [MOE]) and strength (modulus of rupture [MOR]) performance were evaluated with a static bending test. The 5th percentile nonparametric tolerance limit (5% NTL) and design value for fiber stress in bending (Fb) were calculated. The nonparametric design value compared favorably with that of graded timbers, as described in the 2018 National Design Specification (NDS) for wood.</description><subject>Design</subject><subject>Design specifications</subject><subject>Hardwoods</subject><subject>Heavy construction</subject><subject>Load</subject><subject>Mechanical properties</subject><subject>Modulus of elasticity</subject><subject>Modulus of rupture</subject><subject>Moisture content</subject><subject>Performance evaluation</subject><subject>Raw materials</subject><subject>Specifications</subject><subject>Stiffness</subject><subject>Timber</subject><subject>Wood</subject><issn>1930-2126</issn><issn>1930-2126</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpNkEtLAzEUhYMoWB9_QQKup-YxkyZLKT4puFDXIY8bm-JMxiRF_fdOrQtX957L4dzDh9AFJXPa8YW4sjFlKJOYszlrVdewjpADNKOKk4ZRJg7_7cfopJQNIa3klMzQ43PNMLzVNTaDx6XGEAYoBaeAZRMHt8YeYMR9_AKP1yb7z5Q8dqkfU4kVcI29hYx7U8sZOgrmvcD53zxFr7c3L8v7ZvV097C8XjWOSV6nEkAFp86DkQEMl0Yw41rFIEhuu9Zazq3w07mzzC5YawKni9Y7ZhQoafgputznjjl9bKFUvUnbPEwvNeuoklxKoSaX2LtcTqVkCHrMsTf5W1Oif7npPbdJaKZ33PSOG_8BQd1jRg</recordid><startdate>20200501</startdate><enddate>20200501</enddate><creator>Owens, Frank C.</creator><creator>Seale, R. Daniel</creator><creator>Shmulsky, Rubin</creator><general>North Carolina State University</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7X2</scope><scope>8FE</scope><scope>8FH</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>M0K</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>20200501</creationdate><title>Strength and stiffness of 8-inch deep mixed hardwood composite timber mats</title><author>Owens, Frank C. ; Seale, R. Daniel ; Shmulsky, Rubin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c283t-21e1631cdea8fea38a62ac492ef83b54bb33b6d8a65b2b724af3174dc2a9e98a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Design</topic><topic>Design specifications</topic><topic>Hardwoods</topic><topic>Heavy construction</topic><topic>Load</topic><topic>Mechanical properties</topic><topic>Modulus of elasticity</topic><topic>Modulus of rupture</topic><topic>Moisture content</topic><topic>Performance evaluation</topic><topic>Raw materials</topic><topic>Specifications</topic><topic>Stiffness</topic><topic>Timber</topic><topic>Wood</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Owens, Frank C.</creatorcontrib><creatorcontrib>Seale, R. Daniel</creatorcontrib><creatorcontrib>Shmulsky, Rubin</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Agricultural Science Collection</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Agricultural Science Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Bioresources</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Owens, Frank C.</au><au>Seale, R. Daniel</au><au>Shmulsky, Rubin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Strength and stiffness of 8-inch deep mixed hardwood composite timber mats</atitle><jtitle>Bioresources</jtitle><date>2020-05-01</date><risdate>2020</risdate><volume>15</volume><issue>2</issue><spage>2495</spage><epage>2500</epage><pages>2495-2500</pages><issn>1930-2126</issn><eissn>1930-2126</eissn><abstract>There is a current and pressing need to develop engineering standards for timber- and other wood-based mats. In 2018 a group of mat producers and users began discussing a potential grading specification standard specific to mats. There are large gaps in the literature regarding the performance of the available raw materials as well as bolt-laminated mat systems. This work represents a novel attempt to begin to assess the mechanical properties of timber mats. Eight-inch deep mixed hardwood timbers were graded according to an experimental specification standard. Then, they were drilled and bolt laminated into 28 three-timber composite mats that were 24 inches (60.96 cm) in width. The bending stiffness (modulus of elasticity [MOE]) and strength (modulus of rupture [MOR]) performance were evaluated with a static bending test. The 5th percentile nonparametric tolerance limit (5% NTL) and design value for fiber stress in bending (Fb) were calculated. The nonparametric design value compared favorably with that of graded timbers, as described in the 2018 National Design Specification (NDS) for wood.</abstract><cop>Raleigh</cop><pub>North Carolina State University</pub><doi>10.15376/biores.15.2.2495-2500</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1930-2126 |
ispartof | Bioresources, 2020-05, Vol.15 (2), p.2495-2500 |
issn | 1930-2126 1930-2126 |
language | eng |
recordid | cdi_proquest_journals_2519838869 |
source | DOAJ Directory of Open Access Journals; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
subjects | Design Design specifications Hardwoods Heavy construction Load Mechanical properties Modulus of elasticity Modulus of rupture Moisture content Performance evaluation Raw materials Specifications Stiffness Timber Wood |
title | Strength and stiffness of 8-inch deep mixed hardwood composite timber mats |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-21T07%3A18%3A31IST&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=Strength%20and%20stiffness%20of%208-inch%20deep%20mixed%20hardwood%20composite%20timber%20mats&rft.jtitle=Bioresources&rft.au=Owens,%20Frank%20C.&rft.date=2020-05-01&rft.volume=15&rft.issue=2&rft.spage=2495&rft.epage=2500&rft.pages=2495-2500&rft.issn=1930-2126&rft.eissn=1930-2126&rft_id=info:doi/10.15376/biores.15.2.2495-2500&rft_dat=%3Cproquest_cross%3E2519838869%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2519838869&rft_id=info:pmid/&rfr_iscdi=true |