Effect of Fastener Preload on Structural Damping

This paper presents results from an extensive set of frequency response measurements from a simple plate structure with a single bolt lap joint. The frequency response measurements are obtained from modal impact tests. Both damping ratios and natural frequencies are found to remain fairly constant f...

Full description

Saved in:
Bibliographic Details
Published in:Journal of failure analysis and prevention 2013-12, Vol.13 (6), p.744-747
Main Authors: Xu, Weiwei, Hess, Daniel P.
Format: Article
Language:English
Subjects:
Applied sciences
Characterization and Evaluation of Materials
Chemistry and Materials Science
Classical Mechanics
Corrosion and Coatings
Exact sciences and technology
Friction-type joining (riveting, screwing, clamping, bending)
Fundamental areas of phenomenology (including applications)
Joining, thermal cutting: metallurgical aspects
Materials Science
Metals. Metallurgy
Physics
Quality Control
Reliability
Safety and Risk
Solid Mechanics
Structural and continuum mechanics
Technical Article > -Peer-Reviewed
Tribology
Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)
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-c346t-e658da65e503856465c91014a8742078b417fb16a4e644d08b201b7a37c5b5f93
cites cdi_FETCH-LOGICAL-c346t-e658da65e503856465c91014a8742078b417fb16a4e644d08b201b7a37c5b5f93
container_end_page 747
container_issue 6
container_start_page 744
container_title Journal of failure analysis and prevention
container_volume 13
creator Xu, Weiwei
Hess, Daniel P.
description This paper presents results from an extensive set of frequency response measurements from a simple plate structure with a single bolt lap joint. The frequency response measurements are obtained from modal impact tests. Both damping ratios and natural frequencies are found to remain fairly constant for medium to high levels of bolt preload. At low levels of preload, damping ratios increase significantly by 25–75%, whereas natural frequencies decrease by only 1–2%. These results identify the monitoring of vibration damping as a means for detecting low preload and fastener loosening. Comparative tests with monolithic plate structures show the introduction of a single bolt lap joint results in an increase in damping and a decrease in frequency for the first three modes of vibration. Similar results are found for steel and aluminum plate materials with grade 5 and 8 fasteners.
doi_str_mv 10.1007/s11668-013-9740-z
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_1449255404</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3120843181</sourcerecordid><originalsourceid>FETCH-LOGICAL-c346t-e658da65e503856465c91014a8742078b417fb16a4e644d08b201b7a37c5b5f93</originalsourceid><addsrcrecordid>eNp1kE1LAzEQhoMoWKs_wNuCeIxOspOPPUptVSgoqOeQTZPSst2tye7B_np32SJePM3AvPPM8BByzeCOAaj7xJiUmgLLaaEQ6OGETJjimgqp8LTvBSqqgBfn5CKlLUAuGPIJgXkI3rVZE7KFTa2vfczeoq8au8qaOntvY-faLtoqe7S7_aZeX5KzYKvkr451Sj4X84_ZM12-Pr3MHpbU5Shb6qXQKyuFF5BrIVEKVzBgaLVCDkqXyFQombToJeIKdMmBlcrmyolShCKfkpuRu4_NV-dTa7ZNF-v-pGGIBRcCAfsUG1MuNilFH8w-bnY2fhsGZhBjRjGmF2MGMebQ79weyTY5W4Voa7dJv4tcA0ooBjYfc6kf1Wsf_3zwL_wHvVlwcA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1449255404</pqid></control><display><type>article</type><title>Effect of Fastener Preload on Structural Damping</title><source>Springer Link</source><creator>Xu, Weiwei ; Hess, Daniel P.</creator><creatorcontrib>Xu, Weiwei ; Hess, Daniel P.</creatorcontrib><description>This paper presents results from an extensive set of frequency response measurements from a simple plate structure with a single bolt lap joint. The frequency response measurements are obtained from modal impact tests. Both damping ratios and natural frequencies are found to remain fairly constant for medium to high levels of bolt preload. At low levels of preload, damping ratios increase significantly by 25–75%, whereas natural frequencies decrease by only 1–2%. These results identify the monitoring of vibration damping as a means for detecting low preload and fastener loosening. Comparative tests with monolithic plate structures show the introduction of a single bolt lap joint results in an increase in damping and a decrease in frequency for the first three modes of vibration. Similar results are found for steel and aluminum plate materials with grade 5 and 8 fasteners.</description><identifier>ISSN: 1547-7029</identifier><identifier>EISSN: 1728-5674</identifier><identifier>EISSN: 1864-1245</identifier><identifier>DOI: 10.1007/s11668-013-9740-z</identifier><language>eng</language><publisher>Boston: Springer US</publisher><subject>Applied sciences ; Characterization and Evaluation of Materials ; Chemistry and Materials Science ; Classical Mechanics ; Corrosion and Coatings ; Exact sciences and technology ; Friction-type joining (riveting, screwing, clamping, bending) ; Fundamental areas of phenomenology (including applications) ; Joining, thermal cutting: metallurgical aspects ; Materials Science ; Metals. Metallurgy ; Physics ; Quality Control ; Reliability ; Safety and Risk ; Solid Mechanics ; Structural and continuum mechanics ; Technical Article---Peer-Reviewed ; Tribology ; Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><ispartof>Journal of failure analysis and prevention, 2013-12, Vol.13 (6), p.744-747</ispartof><rights>ASM International 2013</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c346t-e658da65e503856465c91014a8742078b417fb16a4e644d08b201b7a37c5b5f93</citedby><cites>FETCH-LOGICAL-c346t-e658da65e503856465c91014a8742078b417fb16a4e644d08b201b7a37c5b5f93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=28046094$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Xu, Weiwei</creatorcontrib><creatorcontrib>Hess, Daniel P.</creatorcontrib><title>Effect of Fastener Preload on Structural Damping</title><title>Journal of failure analysis and prevention</title><addtitle>J Fail. Anal. and Preven</addtitle><description>This paper presents results from an extensive set of frequency response measurements from a simple plate structure with a single bolt lap joint. The frequency response measurements are obtained from modal impact tests. Both damping ratios and natural frequencies are found to remain fairly constant for medium to high levels of bolt preload. At low levels of preload, damping ratios increase significantly by 25–75%, whereas natural frequencies decrease by only 1–2%. These results identify the monitoring of vibration damping as a means for detecting low preload and fastener loosening. Comparative tests with monolithic plate structures show the introduction of a single bolt lap joint results in an increase in damping and a decrease in frequency for the first three modes of vibration. Similar results are found for steel and aluminum plate materials with grade 5 and 8 fasteners.</description><subject>Applied sciences</subject><subject>Characterization and Evaluation of Materials</subject><subject>Chemistry and Materials Science</subject><subject>Classical Mechanics</subject><subject>Corrosion and Coatings</subject><subject>Exact sciences and technology</subject><subject>Friction-type joining (riveting, screwing, clamping, bending)</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Joining, thermal cutting: metallurgical aspects</subject><subject>Materials Science</subject><subject>Metals. Metallurgy</subject><subject>Physics</subject><subject>Quality Control</subject><subject>Reliability</subject><subject>Safety and Risk</subject><subject>Solid Mechanics</subject><subject>Structural and continuum mechanics</subject><subject>Technical Article---Peer-Reviewed</subject><subject>Tribology</subject><subject>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</subject><issn>1547-7029</issn><issn>1728-5674</issn><issn>1864-1245</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNp1kE1LAzEQhoMoWKs_wNuCeIxOspOPPUptVSgoqOeQTZPSst2tye7B_np32SJePM3AvPPM8BByzeCOAaj7xJiUmgLLaaEQ6OGETJjimgqp8LTvBSqqgBfn5CKlLUAuGPIJgXkI3rVZE7KFTa2vfczeoq8au8qaOntvY-faLtoqe7S7_aZeX5KzYKvkr451Sj4X84_ZM12-Pr3MHpbU5Shb6qXQKyuFF5BrIVEKVzBgaLVCDkqXyFQombToJeIKdMmBlcrmyolShCKfkpuRu4_NV-dTa7ZNF-v-pGGIBRcCAfsUG1MuNilFH8w-bnY2fhsGZhBjRjGmF2MGMebQ79weyTY5W4Voa7dJv4tcA0ooBjYfc6kf1Wsf_3zwL_wHvVlwcA</recordid><startdate>20131201</startdate><enddate>20131201</enddate><creator>Xu, Weiwei</creator><creator>Hess, Daniel P.</creator><general>Springer US</general><general>ASM International</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TA</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20131201</creationdate><title>Effect of Fastener Preload on Structural Damping</title><author>Xu, Weiwei ; Hess, Daniel P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c346t-e658da65e503856465c91014a8742078b417fb16a4e644d08b201b7a37c5b5f93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Characterization and Evaluation of Materials</topic><topic>Chemistry and Materials Science</topic><topic>Classical Mechanics</topic><topic>Corrosion and Coatings</topic><topic>Exact sciences and technology</topic><topic>Friction-type joining (riveting, screwing, clamping, bending)</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Joining, thermal cutting: metallurgical aspects</topic><topic>Materials Science</topic><topic>Metals. Metallurgy</topic><topic>Physics</topic><topic>Quality Control</topic><topic>Reliability</topic><topic>Safety and Risk</topic><topic>Solid Mechanics</topic><topic>Structural and continuum mechanics</topic><topic>Technical Article---Peer-Reviewed</topic><topic>Tribology</topic><topic>Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xu, Weiwei</creatorcontrib><creatorcontrib>Hess, Daniel P.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Materials Business File</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science &amp; Engineering Collection</collection><collection>ProQuest Central</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Materials Science Collection</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><jtitle>Journal of failure analysis and prevention</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xu, Weiwei</au><au>Hess, Daniel P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of Fastener Preload on Structural Damping</atitle><jtitle>Journal of failure analysis and prevention</jtitle><stitle>J Fail. Anal. and Preven</stitle><date>2013-12-01</date><risdate>2013</risdate><volume>13</volume><issue>6</issue><spage>744</spage><epage>747</epage><pages>744-747</pages><issn>1547-7029</issn><eissn>1728-5674</eissn><eissn>1864-1245</eissn><abstract>This paper presents results from an extensive set of frequency response measurements from a simple plate structure with a single bolt lap joint. The frequency response measurements are obtained from modal impact tests. Both damping ratios and natural frequencies are found to remain fairly constant for medium to high levels of bolt preload. At low levels of preload, damping ratios increase significantly by 25–75%, whereas natural frequencies decrease by only 1–2%. These results identify the monitoring of vibration damping as a means for detecting low preload and fastener loosening. Comparative tests with monolithic plate structures show the introduction of a single bolt lap joint results in an increase in damping and a decrease in frequency for the first three modes of vibration. Similar results are found for steel and aluminum plate materials with grade 5 and 8 fasteners.</abstract><cop>Boston</cop><pub>Springer US</pub><doi>10.1007/s11668-013-9740-z</doi><tpages>4</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1547-7029
ispartof Journal of failure analysis and prevention, 2013-12, Vol.13 (6), p.744-747
issn 1547-7029
1728-5674
1864-1245
language eng
recordid cdi_proquest_journals_1449255404
source Springer Link
subjects Applied sciences
Characterization and Evaluation of Materials
Chemistry and Materials Science
Classical Mechanics
Corrosion and Coatings
Exact sciences and technology
Friction-type joining (riveting, screwing, clamping, bending)
Fundamental areas of phenomenology (including applications)
Joining, thermal cutting: metallurgical aspects
Materials Science
Metals. Metallurgy
Physics
Quality Control
Reliability
Safety and Risk
Solid Mechanics
Structural and continuum mechanics
Technical Article---Peer-Reviewed
Tribology
Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)
title Effect of Fastener Preload on Structural Damping
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-04T08%3A17%3A28IST&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=Effect%20of%20Fastener%20Preload%20on%20Structural%20Damping&rft.jtitle=Journal%20of%20failure%20analysis%20and%20prevention&rft.au=Xu,%20Weiwei&rft.date=2013-12-01&rft.volume=13&rft.issue=6&rft.spage=744&rft.epage=747&rft.pages=744-747&rft.issn=1547-7029&rft.eissn=1728-5674&rft_id=info:doi/10.1007/s11668-013-9740-z&rft_dat=%3Cproquest_cross%3E3120843181%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c346t-e658da65e503856465c91014a8742078b417fb16a4e644d08b201b7a37c5b5f93%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1449255404&rft_id=info:pmid/&rfr_iscdi=true