{"id":"https://openalex.org/W7221985243","doi":"https://doi.org/10.22055/jacm.2025.48673.5415","title":"Effects of Crossed Stiffeners on the Ultimate Strength of Steel Plate Girders","display_name":"Effects of Crossed Stiffeners on the Ultimate Strength of Steel Plate Girders","publication_year":2026,"publication_date":"2026-10-01","ids":{"openalex":"https://openalex.org/W7221985243","doi":"https://doi.org/10.22055/jacm.2025.48673.5415"},"language":"en","primary_location":{"id":"pmh:oai:doaj.org/article:edc30ea3fe514b35bcfa12374067bc47","doi":"https://doi.org/10.22055/jacm.2025.48673.5415","is_oa":false,"landing_page_url":"https://doaj.org/article/edc30ea3fe514b35bcfa12374067bc47","pdf_url":null,"source":{"id":"https://openalex.org/S4306401280","display_name":"DOAJ (DOAJ: Directory of Open Access Journals)","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":null,"license_id":null,"version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":"Journal of Applied and Computational Mechanics, Vol 12, Iss 4, Pp 1469-1481 (2026)","raw_type":"article"},"volume":null,"type":"article","is_traditional":true,"indexed_in":["doaj"],"open_access":{"is_oa":false,"oa_status":"closed","oa_url":null,"any_repository_has_fulltext":false},"authorships":[{"author_position":"first","author":{"id":"https://openalex.org/A5158777971","display_name":"Azher Basim Mohsin Alshaher","orcid":null,"observed_orcids":[]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Azher Basim Mohsin Alshaher","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]},{"author_position":"middle","author":{"id":"https://openalex.org/A5014736862","display_name":"Abbas Rezaeian","orcid":"https://orcid.org/0000-0001-6670-464X","observed_orcids":["https://orcid.org/0000-0001-6670-464X"]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Abbas Rezaeian","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]},{"author_position":"middle","author":{"id":"https://openalex.org/A5048308225","display_name":"Mojtaba Labibzadeh","orcid":"https://orcid.org/0000-0002-0651-6951","observed_orcids":["https://orcid.org/0000-0002-0651-6951"]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Mojtaba Labibzadeh","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]},{"author_position":"last","author":{"id":"https://openalex.org/A5007668561","display_name":"Sina Farahani","orcid":"https://orcid.org/0000-0001-9970-091X","observed_orcids":["https://orcid.org/0000-0001-9970-091X"]},"institutions":[],"countries":[],"is_corresponding":false,"raw_author_name":"Sina Farahani","raw_affiliation_strings":[],"raw_orcid":null,"affiliations":[]}],"institutions":[],"countries_distinct_count":0,"institutions_distinct_count":0,"corresponding_author_ids":[],"corresponding_institution_ids":[],"apc_list":null,"apc_paid":null,"fwci":0.0,"has_fulltext":false,"cited_by_count":0,"citation_normalized_percentile":{"value":0.0,"is_in_top_1_percent":false,"is_in_top_10_percent":false},"cited_by_percentile_year":null,"biblio":{"volume":null,"issue":null,"first_page":null,"last_page":null},"is_retracted":false,"is_paratext":false,"is_xpac":false,"primary_topic":{"id":"https://openalex.org/T10713","display_name":"Structural Load-Bearing Analysis","score":0.9932000041007996,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},"topics":[{"id":"https://openalex.org/T10713","display_name":"Structural Load-Bearing Analysis","score":0.9932000041007996,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T12940","display_name":"Structural Engineering and Materials Analysis","score":0.0027000000700354576,"subfield":{"id":"https://openalex.org/subfields/2205","display_name":"Civil and Structural Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}},{"id":"https://openalex.org/T12086","display_name":"Structural Integrity and Reliability Analysis","score":0.0008999999845400453,"subfield":{"id":"https://openalex.org/subfields/2210","display_name":"Mechanical Engineering"},"field":{"id":"https://openalex.org/fields/22","display_name":"Engineering"},"domain":{"id":"https://openalex.org/domains/3","display_name":"Physical Sciences"}}],"keywords":[{"id":"https://openalex.org/keywords/steel-plate-girders","display_name":"steel plate girders","score":0.9700000286102295},{"id":"https://openalex.org/keywords/ultimate-strength","display_name":"ultimate strength","score":0.9629999995231628},{"id":"https://openalex.org/keywords/flexural-behavior","display_name":"flexural behavior","score":0.9670000076293945},{"id":"https://openalex.org/keywords/yield-strength","display_name":"yield strength","score":0.7120000123977661},{"id":"https://openalex.org/keywords/stiffener-thickness","display_name":"stiffener thickness","score":0.8970000147819519},{"id":"https://openalex.org/keywords/web-thickness","display_name":"web thickness","score":0.7540000081062317},{"id":"https://openalex.org/keywords/flange-thickness","display_name":"flange thickness","score":0.9940000176429749},{"id":"https://openalex.org/keywords/energy-absorption","display_name":"energy absorption","score":0.6700000166893005},{"id":"https://openalex.org/keywords/stiffness-improvement","display_name":"stiffness enhancement","score":0.7630000114440918},{"id":"https://openalex.org/keywords/pareto-optimal-design","display_name":"Pareto-optimal design","score":0.7850000262260437},{"id":"https://openalex.org/keywords/long-span-bridges","display_name":"long-span bridges","score":0.7129999995231628}],"concepts":[{"id":"https://openalex.org/C196316656","wikidata":"https://www.wikidata.org/wiki/Q1371480","display_name":"Girder","level":2,"score":0.8967999815940857},{"id":"https://openalex.org/C66938386","wikidata":"https://www.wikidata.org/wiki/Q633538","display_name":"Structural engineering","level":1,"score":0.8169999718666077},{"id":"https://openalex.org/C2778417280","wikidata":"https://www.wikidata.org/wiki/Q955957","display_name":"Flange","level":2,"score":0.8019999861717224},{"id":"https://openalex.org/C135628077","wikidata":"https://www.wikidata.org/wiki/Q220184","display_name":"Finite element method","level":2,"score":0.6003000140190125},{"id":"https://openalex.org/C112950240","wikidata":"https://www.wikidata.org/wiki/Q76005","display_name":"Ultimate tensile strength","level":2,"score":0.5940999984741211},{"id":"https://openalex.org/C2779372316","wikidata":"https://www.wikidata.org/wiki/Q569057","display_name":"Stiffness","level":2,"score":0.5275999903678894},{"id":"https://openalex.org/C178405089","wikidata":"https://www.wikidata.org/wiki/Q857201","display_name":"Flexural strength","level":2,"score":0.4772999882698059},{"id":"https://openalex.org/C134121241","wikidata":"https://www.wikidata.org/wiki/Q899301","display_name":"Yield (engineering)","level":2,"score":0.45579999685287476},{"id":"https://openalex.org/C203373105","wikidata":"https://www.wikidata.org/wiki/Q7880286","display_name":"Ultimate load","level":3,"score":0.45489999651908875},{"id":"https://openalex.org/C127413603","wikidata":"https://www.wikidata.org/wiki/Q11023","display_name":"Engineering","level":0,"score":0.4424000084400177},{"id":"https://openalex.org/C87210426","wikidata":"https://www.wikidata.org/wiki/Q1072476","display_name":"Bending","level":2,"score":0.35499998927116394},{"id":"https://openalex.org/C192562407","wikidata":"https://www.wikidata.org/wiki/Q228736","display_name":"Materials science","level":0,"score":0.325300008058548},{"id":"https://openalex.org/C2776512210","wikidata":"https://www.wikidata.org/wiki/Q5311608","display_name":"Ductility (Earth science)","level":3,"score":0.31380000710487366},{"id":"https://openalex.org/C100776233","wikidata":"https://www.wikidata.org/wiki/Q2532492","display_name":"Bridge (graph theory)","level":2,"score":0.29109999537467957},{"id":"https://openalex.org/C128172907","wikidata":"https://www.wikidata.org/wiki/Q4887116","display_name":"Bending stiffness","level":3,"score":0.28929999470710754},{"id":"https://openalex.org/C2989268449","wikidata":"https://www.wikidata.org/wiki/Q271977","display_name":"Energy method","level":2,"score":0.2743000090122223},{"id":"https://openalex.org/C159985019","wikidata":"https://www.wikidata.org/wiki/Q181790","display_name":"Composite material","level":1,"score":0.2639999985694885}],"mesh":[],"locations_count":1,"locations":[{"id":"pmh:oai:doaj.org/article:edc30ea3fe514b35bcfa12374067bc47","doi":"https://doi.org/10.22055/jacm.2025.48673.5415","is_oa":false,"landing_page_url":"https://doaj.org/article/edc30ea3fe514b35bcfa12374067bc47","pdf_url":null,"source":{"id":"https://openalex.org/S4306401280","display_name":"DOAJ (DOAJ: Directory of Open Access Journals)","issn_l":null,"issn":null,"is_oa":false,"is_in_doaj":false,"is_core":false,"listed_in":[],"host_organization":null,"host_organization_name":null,"host_organization_lineage":[],"host_organization_lineage_names":[],"type":"repository"},"license":null,"license_id":null,"version":"submittedVersion","is_accepted":false,"is_published":false,"raw_source_name":"Journal of Applied and Computational Mechanics, Vol 12, Iss 4, Pp 1469-1481 (2026)","raw_type":"article"}],"best_oa_location":null,"sustainable_development_goals":[{"id":"https://metadata.un.org/sdg/9","score":0.6773999929428101,"display_name":"Industry, innovation and infrastructure"}],"study_designs":[],"awards":[],"funders":[],"has_content":{"grobid_xml":false,"pdf":false},"content_urls":null,"referenced_works_count":0,"referenced_works":[],"related_works":["https://openalex.org/W2980768149","https://openalex.org/W315460106","https://openalex.org/W2592508901","https://openalex.org/W4312508787","https://openalex.org/W3004979752","https://openalex.org/W3004629572","https://openalex.org/W2198810444","https://openalex.org/W877013726","https://openalex.org/W4376614923","https://openalex.org/W2610693090"],"abstract_inverted_index":{"This":[0,168],"research":[1],"evaluates":[2],"the":[3,38,56,62,74,78,107,144,165],"flexural":[4],"behavior":[5],"of":[6,40,61,116],"steel":[7,24],"plate":[8,25,190],"girders":[9,26,139,191],"with":[10,87,124,143,152,160],"crossed":[11],"stiffeners":[12],"under":[13],"static":[14],"loading.":[15],"Using":[16],"ABAQUS":[17],"finite":[18],"element":[19],"software,":[20],"22":[21],"simply":[22],"supported":[23],"were":[27,100],"modeled":[28],"and":[29,59,65,127,156,178,196],"analyzed":[30],"up":[31],"to":[32,55,85,93],"failure.":[33],"The":[34,67,132],"investigation":[35],"focused":[36],"on":[37,43],"effect":[39],"several":[41],"parameters":[42],"ultimate":[44,75,108],"strength:":[45],"stiffener":[46,79,121],"inclination":[47,80],"angle":[48,81],"(30\u00b0,":[49],"45\u00b0,":[50],"60\u00b0,":[51],"75\u00b0),":[52],"in":[53,73,192],"addition":[54],"yield":[57,117],"strength":[58],"thickness":[60],"stiffeners,":[63],"web,":[64],"flanges.":[66],"results":[68],"demonstrate":[69,140],"a":[70,88,149,153,161,183],"substantial":[71],"enhancement":[72,155],"load":[76],"as":[77],"increased":[82,110],"from":[83,91],"30\u00b0":[84],"75\u00b0,":[86],"considerable":[89],"rise":[90],"43%":[92],"93%":[94],"observed,":[95],"noting":[96],"that":[97,137],"significant":[98],"improvements":[99],"most":[101],"pronounced":[102],"beyond":[103],"60\u00b0":[104],"inclinations.":[105],"Furthermore,":[106],"capacity":[109],"by":[111,174],"93-95%":[112],"through":[113,129],"an":[114,157],"elevation":[115],"strength,":[118,176],"93-99%":[119],"via":[120],"thickening,":[122],"93-111%":[123],"web":[125],"augmentation,":[126],"93-97%":[128],"flange":[130],"thickening.":[131],"comparative":[133],"performance":[134,173],"analysis":[135],"established":[136],"cross-stiffened":[138],"marked":[141],"improvements,":[142],"Pareto-optimal":[145],"G75D":[146],"configuration":[147,169],"achieving":[148],"maximum":[150],"stiffness":[151],"38%":[154],"energy":[158,179],"absorption":[159],"98%":[162],"increase":[163],"over":[164],"baseline":[166],"model.":[167],"achieved":[170],"superior":[171],"integrated":[172],"maximizing":[175],"stiffness,":[177],"absorption,":[180],"thereby":[181],"establishing":[182],"validated":[184],"design":[185],"methodology":[186],"for":[187],"enhancing":[188],"stiffened":[189],"demanding":[193],"long-span":[194],"bridge":[195],"structural":[197],"applications.":[198]},"counts_by_year":[],"updated_date":"2026-10-17T09:40:24.721904","created_date":"2026-10-16T00:00:00"}