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An experimental program composed of seven T cross section shaped concrete beams was executed to analyze the influence of the flexural reinforcement configuration on the shear capacity and deformability of the beams. Three values of the flexural reinforcement ratio (<jats:styled-content>\n<jats:italic>\u03c1<\/jats:italic><jats:sub>\n<jats:italic>l<\/jats:italic><\/jats:sub><\/jats:styled-content>), 1%, 1.4%, and 1.80% were adopted. Digital image correlation technique was used to better capture and analyze the cracking process up to the formation of the shear failure crack. Test results indicated that the shear capacity was not dependent of <jats:styled-content>\n<jats:italic>\u03c1<\/jats:italic><jats:sub>\n<jats:italic>l<\/jats:italic><\/jats:sub><\/jats:styled-content> up to a limit of around 1.4%, but a tendency of the shear capacity to increase with <jats:styled-content>\n<jats:italic>\u03c1<\/jats:italic><jats:sub>\n<jats:italic>l<\/jats:italic><\/jats:sub><\/jats:styled-content> was registered above this limit due to a more pronounced favorable contribution of aggregate interlock and dowel effect.<\/jats:p>","DOI":"10.1002\/suco.201700174","type":"journal-article","created":{"date-parts":[[2018,4,6]],"date-time":"2018-04-06T14:37:10Z","timestamp":1523025430000},"page":"152-161","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":24,"title":["Shear behavior of concrete beams reinforced exclusively with longitudinal glass fiber reinforced polymer bars: Experimental research"],"prefix":"10.1002","volume":"19","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-9797-675X","authenticated-orcid":false,"given":"Monika","family":"Kaszubska","sequence":"first","affiliation":[{"name":"Faculty of Civil Engineering, Architecture and Environmental Engineering Lodz University of Technology  Lodz Poland"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-7247-1229","authenticated-orcid":false,"given":"Renata","family":"Kotynia","sequence":"additional","affiliation":[{"name":"ISISE, Department of Civil Engineering University of Minho  Guimar\u00e3es Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-1528-757X","authenticated-orcid":false,"given":"Joaquim A. O.","family":"Barros","sequence":"additional","affiliation":[{"name":"ISISE, Department of Civil Engineering University of Minho  Guimar\u00e3es Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-7234-5695","authenticated-orcid":false,"given":"Hadi","family":"Baghi","sequence":"additional","affiliation":[{"name":"Department of Civil and Environmental Engineering Wayne State University  Detroit Michigan"}]}],"member":"311","published-online":{"date-parts":[[2018,3,25]]},"reference":[{"key":"e_1_2_7_2_1","first-page":"225","volume-title":"Design of Concrete Structures. 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