{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,5,13]],"date-time":"2025-05-13T16:09:20Z","timestamp":1747152560646,"version":"3.40.5"},"reference-count":19,"publisher":"Wiley","issue":"4","license":[{"start":{"date-parts":[[2021,6,30]],"date-time":"2021-06-30T00:00:00Z","timestamp":1625011200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Structural Concrete"],"published-print":{"date-parts":[[2021,8]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p>The flexural behavior of slender (1\/40) long\u2010span precast high\u2010strength concrete girders was experimentally investigated as a competing solution to steel alternatives for highway overpasses. Half\u2010scale specimens were produced using an economical and high\u2010strength (120\u2009MPa) concrete mixture, non\u2010fiber reinforced, designed only with conventional raw materials, currently available at Portuguese precast companies. Two girder specimens were subjected to quasi\u2010static short\u2010term loading up to structural failure in bending. Results have shown the typical behavior of conventional reinforced concrete members in bending, despite the brittle behavior of non\u2010fiber\u2010reinforced high strength concretes. Results also showed acceptable ductility (2.6) and the ability of the girder specimens to experience large deformation without significant softening. An analytical approach, based on plane sections and short\u2010term stress\u2013strain constitutive model recommended by the Eurocode 2 for concrete up to the C90\/105 strength class, showed to predict accurately the behavior of girders in bending, both to ultimate and serviceability limit states, including cracking, yielding, maximum loads, and ultimate deflections.<\/jats:p>","DOI":"10.1002\/suco.202100070","type":"journal-article","created":{"date-parts":[[2021,6,30]],"date-time":"2021-06-30T09:01:58Z","timestamp":1625043718000},"page":"2272-2288","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":2,"title":["Flexural behavior of slender long\u2010span precast prestressed high\u2010strength concrete girders"],"prefix":"10.1002","volume":"22","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-5644-8889","authenticated-orcid":false,"given":"Paulo","family":"Fernandes","sequence":"first","affiliation":[{"name":"Departamento de Engenharia Civil, Escola Superior de Tecnologia e Gest\u00e3o Instituto Polit\u00e9cnico de Leiria  Leiria Portugal"},{"name":"CERIS: Civil Engineering Research and Innovation for Sustainability  Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-6413-4217","authenticated-orcid":false,"given":"Eduardo","family":"Cavaco","sequence":"additional","affiliation":[{"name":"CERIS: Civil Engineering Research and Innovation for Sustainability  Portugal"},{"name":"Departamento de Engenharia Civil, Faculdade de Ci\u00eancias e Tecnologia Universidade NOVA de Lisboa  Lisboa Portugal"}]},{"given":"Paulo","family":"Maranha","sequence":"additional","affiliation":[{"name":"Departamento de Engenharia Civil Instituto Superior de Engenharia de Coimbra, Instituto Polit\u00e9cnico de Coimbra  Coimbra Portugal"}]},{"given":"Eduardo","family":"J\u00falio","sequence":"additional","affiliation":[{"name":"CERIS: Civil Engineering Research and Innovation for Sustainability  Portugal"},{"name":"Departamento de Engenharia Civil, Arquitectura e Georrecursos, Instituto Superior T\u00e9cnico Universidade de Lisboa  Lisboa Portugal"}]}],"member":"311","published-online":{"date-parts":[[2021,6,30]]},"reference":[{"key":"e_1_2_8_2_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)BE.1943-5592.0000458"},{"key":"e_1_2_8_3_1","doi-asserted-by":"publisher","DOI":"10.14359\/51689458"},{"key":"e_1_2_8_4_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engfracmech.2016.02.009"},{"key":"e_1_2_8_5_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2017.09.057"},{"key":"e_1_2_8_6_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2017.08.170"},{"key":"e_1_2_8_7_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2018.08.010"},{"key":"e_1_2_8_8_1","doi-asserted-by":"publisher","DOI":"10.15554\/pcij.05011993.88.97"},{"key":"e_1_2_8_9_1","doi-asserted-by":"publisher","DOI":"10.15554\/pcij.07011994.76.89"},{"key":"e_1_2_8_10_1","doi-asserted-by":"publisher","DOI":"10.15554\/pcij.05011993.34.45"},{"key":"e_1_2_8_11_1","doi-asserted-by":"publisher","DOI":"10.15554\/pcij.11011995.48.59"},{"key":"e_1_2_8_12_1","unstructured":"HuesteMBD.Flexural design of high strength concrete prestressed bridge girders\u2010review of current practice and parametric study. Texas Transportation Institute FHWA\/TX\u201004\/0\u20132101\u20103 2003."},{"key":"e_1_2_8_13_1","unstructured":"Russell HG Graybeal BA.Ultra\u2010high performance concrete: a state\u2010of\u2010the\u2010art report for the bridge community. Federal Highway Administration (FHWA) FHWA\u2010HRT\u201013\u2010060 2013."},{"key":"e_1_2_8_14_1","unstructured":"CEN Eurocode 2: design of concrete structures: part 1: general rules and rules for buildings. European Committee for Standardization 1991."},{"key":"e_1_2_8_15_1","doi-asserted-by":"publisher","DOI":"10.1002\/suco.201900090"},{"key":"e_1_2_8_16_1","unstructured":"European Committee for Standardization EN 206\u20101: concrete. Specification performance production and conformity.2000."},{"key":"e_1_2_8_17_1","unstructured":"European Committee for Standardization EN 12390\u20103: testing hardened concrete. Compressive strength of test specimens.2009."},{"key":"e_1_2_8_18_1","unstructured":"European Committee for Standardization EN 10080: steel for the reinforcement of concrete. Weldable reinforcing steel. General.2009."},{"volume-title":"Vibration problems in structures: practical guidelines","year":"2012","author":"Bachmann H","key":"e_1_2_8_19_1"},{"key":"e_1_2_8_20_1","doi-asserted-by":"publisher","DOI":"10.1002\/9783433604090"}],"container-title":["Structural Concrete"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/suco.202100070","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/full-xml\/10.1002\/suco.202100070","content-type":"application\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/suco.202100070","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,8,25]],"date-time":"2023-08-25T08:08:31Z","timestamp":1692950911000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/suco.202100070"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,6,30]]},"references-count":19,"journal-issue":{"issue":"4","published-print":{"date-parts":[[2021,8]]}},"alternative-id":["10.1002\/suco.202100070"],"URL":"https:\/\/doi.org\/10.1002\/suco.202100070","archive":["Portico"],"relation":{},"ISSN":["1464-4177","1751-7648"],"issn-type":[{"type":"print","value":"1464-4177"},{"type":"electronic","value":"1751-7648"}],"subject":[],"published":{"date-parts":[[2021,6,30]]},"assertion":[{"value":"2021-02-02","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2021-06-02","order":1,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2021-06-30","order":2,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}