Pressure–impulse diagrams for the behavior assessment of structural components

Theoretical and numerical methods for deriving pressure–impulse ( P– I) diagrams for structural elements subjected to transient loads are described in this paper. Three different search algorithms for deriving P– I diagrams numerically were developed by the authors and are presented. The P– I diagra...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:International journal of impact engineering 2008-08, Vol.35 (8), p.771-783
Hauptverfasser: Krauthammer, T., Astarlioglu, S., Blasko, J., Soh, T.B., Ng, P.H.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 783
container_issue 8
container_start_page 771
container_title International journal of impact engineering
container_volume 35
creator Krauthammer, T.
Astarlioglu, S.
Blasko, J.
Soh, T.B.
Ng, P.H.
description Theoretical and numerical methods for deriving pressure–impulse ( P– I) diagrams for structural elements subjected to transient loads are described in this paper. Three different search algorithms for deriving P– I diagrams numerically were developed by the authors and are presented. The P– I diagrams of a linear elastic system under rectangular and triangular load pulses are derived using both theoretical and numerical methods and the results are compared. The application of these approaches to the behavior assessment of tested structural elements is illustrated.
doi_str_mv 10.1016/j.ijimpeng.2007.12.004
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_33447043</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0734743X07001947</els_id><sourcerecordid>33447043</sourcerecordid><originalsourceid>FETCH-LOGICAL-c320t-cb14525793e5ef82309f402be779e5ebf7a021912906a08d859f4ea6721970403</originalsourceid><addsrcrecordid>eNqFkE1OwzAQhS0EEqVwBZQN7BLGdlInO1DFn1SJLkBiZ7nupHWVPzwJEjvuwA05Ca5a2LKy_OabNzOPsXMOCQc-udokbuPqDptVIgBUwkUCkB6wEc9VEcsMikM2AiXTWKXy9ZidEG0AuIIMRmw-90g0ePz-_AomQ0UYLZ1ZeVNTVLY-6tcYLXBt3l34GKJA19j0UVtG1PvB9oM3VWTbumuboNMpOypNcDnbv2P2cnf7PH2IZ0_3j9ObWWylgD62C55mIlOFxAzLXEgoyhTEApUqgrIolQHBCy4KmBjIl3kW6mgmKogKUpBjdrnz7Xz7NiD1unZksapMg-1AWso0DaAM4GQHWt8SeSx1511t_IfmoLcB6o3-DVBvA9Rc6BBgaLzYTzBkTVV601hHf90CZB72UIG73nEYzn136DVZh43FpfNoe71s3X-jfgATqYui</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>33447043</pqid></control><display><type>article</type><title>Pressure–impulse diagrams for the behavior assessment of structural components</title><source>Elsevier ScienceDirect Journals</source><creator>Krauthammer, T. ; Astarlioglu, S. ; Blasko, J. ; Soh, T.B. ; Ng, P.H.</creator><creatorcontrib>Krauthammer, T. ; Astarlioglu, S. ; Blasko, J. ; Soh, T.B. ; Ng, P.H.</creatorcontrib><description>Theoretical and numerical methods for deriving pressure–impulse ( P– I) diagrams for structural elements subjected to transient loads are described in this paper. Three different search algorithms for deriving P– I diagrams numerically were developed by the authors and are presented. The P– I diagrams of a linear elastic system under rectangular and triangular load pulses are derived using both theoretical and numerical methods and the results are compared. The application of these approaches to the behavior assessment of tested structural elements is illustrated.</description><identifier>ISSN: 0734-743X</identifier><identifier>EISSN: 1879-3509</identifier><identifier>DOI: 10.1016/j.ijimpeng.2007.12.004</identifier><identifier>CODEN: IJIED4</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Blast ; Closed-form solution ; Exact sciences and technology ; Fracture mechanics (crack, fatigue, damage...) ; Fundamental areas of phenomenology (including applications) ; Numerical methods ; Physics ; P– I diagram ; SDOF ; Solid mechanics ; Static elasticity (thermoelasticity...) ; Structural and continuum mechanics</subject><ispartof>International journal of impact engineering, 2008-08, Vol.35 (8), p.771-783</ispartof><rights>2008 Elsevier Ltd</rights><rights>2008 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c320t-cb14525793e5ef82309f402be779e5ebf7a021912906a08d859f4ea6721970403</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.ijimpeng.2007.12.004$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,777,781,3537,27905,27906,45976</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=20384037$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Krauthammer, T.</creatorcontrib><creatorcontrib>Astarlioglu, S.</creatorcontrib><creatorcontrib>Blasko, J.</creatorcontrib><creatorcontrib>Soh, T.B.</creatorcontrib><creatorcontrib>Ng, P.H.</creatorcontrib><title>Pressure–impulse diagrams for the behavior assessment of structural components</title><title>International journal of impact engineering</title><description>Theoretical and numerical methods for deriving pressure–impulse ( P– I) diagrams for structural elements subjected to transient loads are described in this paper. Three different search algorithms for deriving P– I diagrams numerically were developed by the authors and are presented. The P– I diagrams of a linear elastic system under rectangular and triangular load pulses are derived using both theoretical and numerical methods and the results are compared. The application of these approaches to the behavior assessment of tested structural elements is illustrated.</description><subject>Blast</subject><subject>Closed-form solution</subject><subject>Exact sciences and technology</subject><subject>Fracture mechanics (crack, fatigue, damage...)</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Numerical methods</subject><subject>Physics</subject><subject>P– I diagram</subject><subject>SDOF</subject><subject>Solid mechanics</subject><subject>Static elasticity (thermoelasticity...)</subject><subject>Structural and continuum mechanics</subject><issn>0734-743X</issn><issn>1879-3509</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqFkE1OwzAQhS0EEqVwBZQN7BLGdlInO1DFn1SJLkBiZ7nupHWVPzwJEjvuwA05Ca5a2LKy_OabNzOPsXMOCQc-udokbuPqDptVIgBUwkUCkB6wEc9VEcsMikM2AiXTWKXy9ZidEG0AuIIMRmw-90g0ePz-_AomQ0UYLZ1ZeVNTVLY-6tcYLXBt3l34GKJA19j0UVtG1PvB9oM3VWTbumuboNMpOypNcDnbv2P2cnf7PH2IZ0_3j9ObWWylgD62C55mIlOFxAzLXEgoyhTEApUqgrIolQHBCy4KmBjIl3kW6mgmKogKUpBjdrnz7Xz7NiD1unZksapMg-1AWso0DaAM4GQHWt8SeSx1511t_IfmoLcB6o3-DVBvA9Rc6BBgaLzYTzBkTVV601hHf90CZB72UIG73nEYzn136DVZh43FpfNoe71s3X-jfgATqYui</recordid><startdate>20080801</startdate><enddate>20080801</enddate><creator>Krauthammer, T.</creator><creator>Astarlioglu, S.</creator><creator>Blasko, J.</creator><creator>Soh, T.B.</creator><creator>Ng, P.H.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20080801</creationdate><title>Pressure–impulse diagrams for the behavior assessment of structural components</title><author>Krauthammer, T. ; Astarlioglu, S. ; Blasko, J. ; Soh, T.B. ; Ng, P.H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c320t-cb14525793e5ef82309f402be779e5ebf7a021912906a08d859f4ea6721970403</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Blast</topic><topic>Closed-form solution</topic><topic>Exact sciences and technology</topic><topic>Fracture mechanics (crack, fatigue, damage...)</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Numerical methods</topic><topic>Physics</topic><topic>P– I diagram</topic><topic>SDOF</topic><topic>Solid mechanics</topic><topic>Static elasticity (thermoelasticity...)</topic><topic>Structural and continuum mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Krauthammer, T.</creatorcontrib><creatorcontrib>Astarlioglu, S.</creatorcontrib><creatorcontrib>Blasko, J.</creatorcontrib><creatorcontrib>Soh, T.B.</creatorcontrib><creatorcontrib>Ng, P.H.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of impact engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Krauthammer, T.</au><au>Astarlioglu, S.</au><au>Blasko, J.</au><au>Soh, T.B.</au><au>Ng, P.H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Pressure–impulse diagrams for the behavior assessment of structural components</atitle><jtitle>International journal of impact engineering</jtitle><date>2008-08-01</date><risdate>2008</risdate><volume>35</volume><issue>8</issue><spage>771</spage><epage>783</epage><pages>771-783</pages><issn>0734-743X</issn><eissn>1879-3509</eissn><coden>IJIED4</coden><abstract>Theoretical and numerical methods for deriving pressure–impulse ( P– I) diagrams for structural elements subjected to transient loads are described in this paper. Three different search algorithms for deriving P– I diagrams numerically were developed by the authors and are presented. The P– I diagrams of a linear elastic system under rectangular and triangular load pulses are derived using both theoretical and numerical methods and the results are compared. The application of these approaches to the behavior assessment of tested structural elements is illustrated.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijimpeng.2007.12.004</doi><tpages>13</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0734-743X
ispartof International journal of impact engineering, 2008-08, Vol.35 (8), p.771-783
issn 0734-743X
1879-3509
language eng
recordid cdi_proquest_miscellaneous_33447043
source Elsevier ScienceDirect Journals
subjects Blast
Closed-form solution
Exact sciences and technology
Fracture mechanics (crack, fatigue, damage...)
Fundamental areas of phenomenology (including applications)
Numerical methods
Physics
P– I diagram
SDOF
Solid mechanics
Static elasticity (thermoelasticity...)
Structural and continuum mechanics
title Pressure–impulse diagrams for the behavior assessment of structural components
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-17T17%3A02%3A44IST&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=Pressure%E2%80%93impulse%20diagrams%20for%20the%20behavior%20assessment%20of%20structural%20components&rft.jtitle=International%20journal%20of%20impact%20engineering&rft.au=Krauthammer,%20T.&rft.date=2008-08-01&rft.volume=35&rft.issue=8&rft.spage=771&rft.epage=783&rft.pages=771-783&rft.issn=0734-743X&rft.eissn=1879-3509&rft.coden=IJIED4&rft_id=info:doi/10.1016/j.ijimpeng.2007.12.004&rft_dat=%3Cproquest_cross%3E33447043%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=33447043&rft_id=info:pmid/&rft_els_id=S0734743X07001947&rfr_iscdi=true