Strength of plywood joints with overdriven nails
The strength of plywood joints with overdriven sheathing nails is discussed in this paper. Plywood joints constructed with 15/32-inch plywood sheathing attached to 2 by 4 wood members using 8d common or 8d cooler nails were tested using the sequential phased displacement (SPD) loading protocol. Four...
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| Veröffentlicht in: | Forest products journal 2006-07, Vol.56 (7-8), p.33-38 |
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| creator | Fonseca, F.S Judd, J.P Burns, J.M |
| description | The strength of plywood joints with overdriven sheathing nails is discussed in this paper. Plywood joints constructed with 15/32-inch plywood sheathing attached to 2 by 4 wood members using 8d common or 8d cooler nails were tested using the sequential phased displacement (SPD) loading protocol. Four nail-drive depths were investigated using cooler nails: flush driven, 1/16 inch overdriven, 1/8 inch overdriven, and 3/16 inch overdriven. Only flush-driven common nails were investigated. The results indicate that the stiffness of plywood joints using cooler nails increases from 10 to 21 percent with an increase in nail-drive depth. However, the strength decreases 11 percent for a 3/16-inch overdriven depth. Moreover, with an increase in nail-drive depth, the displacement capacity decreases from 38 to 77 percent, and energy dissipation decreases from 16 to 74 percent. Plywood joints using flush-driven common nails have similar mechanical properties compared to plywood joints using flush-driven cooler nails, except joints using common nails have 36 percent less displacement capacity. |
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Plywood joints constructed with 15/32-inch plywood sheathing attached to 2 by 4 wood members using 8d common or 8d cooler nails were tested using the sequential phased displacement (SPD) loading protocol. Four nail-drive depths were investigated using cooler nails: flush driven, 1/16 inch overdriven, 1/8 inch overdriven, and 3/16 inch overdriven. Only flush-driven common nails were investigated. The results indicate that the stiffness of plywood joints using cooler nails increases from 10 to 21 percent with an increase in nail-drive depth. However, the strength decreases 11 percent for a 3/16-inch overdriven depth. Moreover, with an increase in nail-drive depth, the displacement capacity decreases from 38 to 77 percent, and energy dissipation decreases from 16 to 74 percent. Plywood joints using flush-driven common nails have similar mechanical properties compared to plywood joints using flush-driven cooler nails, except joints using common nails have 36 percent less displacement capacity.</description><identifier>ISSN: 0015-7473</identifier><identifier>EISSN: 2376-9637</identifier><identifier>CODEN: FPJOAB</identifier><language>eng</language><publisher>Madison, WI: Forest Products Society</publisher><subject>Applied sciences ; construction technology ; Degradation and preservation ; depth ; displacement capacity ; Earthquakes ; Energy dissipation ; Exact sciences and technology ; Forest products industry ; Joint strength ; joints (wood) ; loads ; mechanical properties ; Mechanical woodworking and drying ; nail-drive depth ; nails (equipment) ; Nails and spikes ; Plywood ; Polymer industry, paints, wood ; Properties ; Properties and testing ; sequential phased displacement ; strength (mechanics) ; Studies ; testing ; Wood ; Wood. Paper. Non wovens ; Yield stress</subject><ispartof>Forest products journal, 2006-07, Vol.56 (7-8), p.33-38</ispartof><rights>2008 INIST-CNRS</rights><rights>COPYRIGHT 2006 Forest Products Society</rights><rights>Copyright Forest Products Society Jul/Aug 2006</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=18049759$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Fonseca, F.S</creatorcontrib><creatorcontrib>Judd, J.P</creatorcontrib><creatorcontrib>Burns, J.M</creatorcontrib><title>Strength of plywood joints with overdriven nails</title><title>Forest products journal</title><description>The strength of plywood joints with overdriven sheathing nails is discussed in this paper. Plywood joints constructed with 15/32-inch plywood sheathing attached to 2 by 4 wood members using 8d common or 8d cooler nails were tested using the sequential phased displacement (SPD) loading protocol. Four nail-drive depths were investigated using cooler nails: flush driven, 1/16 inch overdriven, 1/8 inch overdriven, and 3/16 inch overdriven. Only flush-driven common nails were investigated. The results indicate that the stiffness of plywood joints using cooler nails increases from 10 to 21 percent with an increase in nail-drive depth. However, the strength decreases 11 percent for a 3/16-inch overdriven depth. Moreover, with an increase in nail-drive depth, the displacement capacity decreases from 38 to 77 percent, and energy dissipation decreases from 16 to 74 percent. Plywood joints using flush-driven common nails have similar mechanical properties compared to plywood joints using flush-driven cooler nails, except joints using common nails have 36 percent less displacement capacity.</description><subject>Applied sciences</subject><subject>construction technology</subject><subject>Degradation and preservation</subject><subject>depth</subject><subject>displacement capacity</subject><subject>Earthquakes</subject><subject>Energy dissipation</subject><subject>Exact sciences and technology</subject><subject>Forest products industry</subject><subject>Joint strength</subject><subject>joints (wood)</subject><subject>loads</subject><subject>mechanical properties</subject><subject>Mechanical woodworking and drying</subject><subject>nail-drive depth</subject><subject>nails (equipment)</subject><subject>Nails and spikes</subject><subject>Plywood</subject><subject>Polymer industry, paints, wood</subject><subject>Properties</subject><subject>Properties and testing</subject><subject>sequential phased displacement</subject><subject>strength (mechanics)</subject><subject>Studies</subject><subject>testing</subject><subject>Wood</subject><subject>Wood. Paper. Non wovens</subject><subject>Yield stress</subject><issn>0015-7473</issn><issn>2376-9637</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2006</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNptzk1LAzEQBuAgCtbqb3ARPK4kmU2yOZbiFxQ81J6X7CZZU7ZJTbYt_fdG2mOZw8DwzMx7hSYUBC8lB3GNJhgTVopKwC26S2mNMRaM0wnCyzEa348_RbDFdjgeQtDFOjg_puLg_sd7E3V0e-MLr9yQ7tGNVUMyD-c-Rau31-_5R7n4ev-czxalBQJj2VGooK0tkUBEJ2spCWe6bi0oTRVXshWtoIzUWBtc16TireRSC6IptzkaTNHT6e42ht-dSWOzDrvo88uGZl1hLkRG5Qn1ajCN8zaMUXW98SaqIXhjXR7PSCVlzYGx7F8u-FzabFx3ceH5nEKlTg02Kt-51Gyj26h4bHL8Sgoms3s8OatCo_qYzWpJMQFMCKYUJPwBuA903g</recordid><startdate>20060701</startdate><enddate>20060701</enddate><creator>Fonseca, F.S</creator><creator>Judd, J.P</creator><creator>Burns, J.M</creator><general>Forest Products Society</general><scope>FBQ</scope><scope>IQODW</scope><scope>0U~</scope><scope>1-H</scope><scope>3V.</scope><scope>4T-</scope><scope>4U-</scope><scope>7ST</scope><scope>7WY</scope><scope>7WZ</scope><scope>7X2</scope><scope>7XB</scope><scope>87Z</scope><scope>8FE</scope><scope>8FG</scope><scope>8FH</scope><scope>8FK</scope><scope>8FL</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BEZIV</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FRNLG</scope><scope>F~G</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>K60</scope><scope>K6~</scope><scope>L.-</scope><scope>L.0</scope><scope>L6V</scope><scope>M0C</scope><scope>M0K</scope><scope>M2O</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQBIZ</scope><scope>PQBZA</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>S0X</scope><scope>SOI</scope></search><sort><creationdate>20060701</creationdate><title>Strength of plywood joints with overdriven nails</title><author>Fonseca, F.S ; Judd, J.P ; Burns, J.M</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-f313t-c2343b8f19317c9899165d8bf3ad2a6a9b7b725180de088146b969d71d26f7563</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2006</creationdate><topic>Applied sciences</topic><topic>construction technology</topic><topic>Degradation and preservation</topic><topic>depth</topic><topic>displacement capacity</topic><topic>Earthquakes</topic><topic>Energy dissipation</topic><topic>Exact sciences and technology</topic><topic>Forest products industry</topic><topic>Joint strength</topic><topic>joints (wood)</topic><topic>loads</topic><topic>mechanical properties</topic><topic>Mechanical woodworking and drying</topic><topic>nail-drive depth</topic><topic>nails (equipment)</topic><topic>Nails and spikes</topic><topic>Plywood</topic><topic>Polymer industry, paints, wood</topic><topic>Properties</topic><topic>Properties and testing</topic><topic>sequential phased displacement</topic><topic>strength (mechanics)</topic><topic>Studies</topic><topic>testing</topic><topic>Wood</topic><topic>Wood. Paper. Non wovens</topic><topic>Yield stress</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Fonseca, F.S</creatorcontrib><creatorcontrib>Judd, J.P</creatorcontrib><creatorcontrib>Burns, J.M</creatorcontrib><collection>AGRIS</collection><collection>Pascal-Francis</collection><collection>Global News & ABI/Inform Professional</collection><collection>Trade PRO</collection><collection>ProQuest Central (Corporate)</collection><collection>Docstoc</collection><collection>University Readers</collection><collection>Environment Abstracts</collection><collection>ABI/INFORM Collection</collection><collection>ABI/INFORM Global (PDF only)</collection><collection>Agricultural Science Collection</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>ABI/INFORM Global (Alumni Edition)</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ABI/INFORM Collection (Alumni Edition)</collection><collection>Research Library (Alumni Edition)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Business Premium Collection</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Business Premium Collection (Alumni)</collection><collection>ABI/INFORM Global (Corporate)</collection><collection>ProQuest Central Student</collection><collection>Research Library Prep</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Business Collection (Alumni Edition)</collection><collection>ProQuest Business Collection</collection><collection>ABI/INFORM Professional Advanced</collection><collection>ABI/INFORM Professional Standard</collection><collection>ProQuest Engineering Collection</collection><collection>ABI/INFORM Global</collection><collection>Agricultural Science Database</collection><collection>Research Library</collection><collection>Engineering Database</collection><collection>Research Library (Corporate)</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Business</collection><collection>ProQuest One Business (Alumni)</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><collection>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>SIRS Editorial</collection><collection>Environment Abstracts</collection><jtitle>Forest products journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Fonseca, F.S</au><au>Judd, J.P</au><au>Burns, J.M</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Strength of plywood joints with overdriven nails</atitle><jtitle>Forest products journal</jtitle><date>2006-07-01</date><risdate>2006</risdate><volume>56</volume><issue>7-8</issue><spage>33</spage><epage>38</epage><pages>33-38</pages><issn>0015-7473</issn><eissn>2376-9637</eissn><coden>FPJOAB</coden><abstract>The strength of plywood joints with overdriven sheathing nails is discussed in this paper. Plywood joints constructed with 15/32-inch plywood sheathing attached to 2 by 4 wood members using 8d common or 8d cooler nails were tested using the sequential phased displacement (SPD) loading protocol. Four nail-drive depths were investigated using cooler nails: flush driven, 1/16 inch overdriven, 1/8 inch overdriven, and 3/16 inch overdriven. Only flush-driven common nails were investigated. The results indicate that the stiffness of plywood joints using cooler nails increases from 10 to 21 percent with an increase in nail-drive depth. However, the strength decreases 11 percent for a 3/16-inch overdriven depth. Moreover, with an increase in nail-drive depth, the displacement capacity decreases from 38 to 77 percent, and energy dissipation decreases from 16 to 74 percent. Plywood joints using flush-driven common nails have similar mechanical properties compared to plywood joints using flush-driven cooler nails, except joints using common nails have 36 percent less displacement capacity.</abstract><cop>Madison, WI</cop><pub>Forest Products Society</pub><tpages>6</tpages></addata></record> |
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| subjects | Applied sciences construction technology Degradation and preservation depth displacement capacity Earthquakes Energy dissipation Exact sciences and technology Forest products industry Joint strength joints (wood) loads mechanical properties Mechanical woodworking and drying nail-drive depth nails (equipment) Nails and spikes Plywood Polymer industry, paints, wood Properties Properties and testing sequential phased displacement strength (mechanics) Studies testing Wood Wood. Paper. Non wovens Yield stress |
| title | Strength of plywood joints with overdriven nails |
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