{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,11]],"date-time":"2026-04-11T02:20:56Z","timestamp":1775874056625,"version":"3.50.1"},"reference-count":40,"publisher":"Wiley","issue":"1","license":[{"start":{"date-parts":[[2019,4,5]],"date-time":"2019-04-05T00:00:00Z","timestamp":1554422400000},"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":[[2020,2]]},"abstract":"<jats:p>The models to predict the shear behavior in reinforced concrete (RC) members are still far from be consensual. Thus, a detailed understanding of the physical phenomenon and a detailed monitoring of shear tests on RC members is fundamental. Identify and quantify separately the contribution of each component of the shear transfer mechanism it is a challenge. The traditional instrumentation usually results in the evaluation of a limited number of sections. Additionally, technologies based on image analysis have been applied to structural monitoring with excellent results. In this paper, the method Photo\u2010Shear, developed to monitoring shear tests based on photogrammetry, is presented. The method allows a better understanding of the shear strength mechanism by acquiring data from the surface of RC members. Then, postprocessing procedures leads to outputs with the redundancy and complementarity necessary to characterize: (a) displacement and strain fields; (b) overall shear deformation (distortion and rotation); (c) load path and direction of the compression strut; (d) shear cracks' characterization; and (e) the aggregate interlock effect. The method was validated by monitoring two RC beams tests. Based on the results obtained, several advantages of the proposed Photo\u2010Shear method were demonstrated over the traditional instrumentation, namely, the quantity and quality of the information obtained, and the redundancy and complementarity of the results analyzed.<\/jats:p>","DOI":"10.1002\/suco.201800279","type":"journal-article","created":{"date-parts":[[2019,4,6]],"date-time":"2019-04-06T04:03:55Z","timestamp":1554523435000},"page":"333-348","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":8,"title":["Evaluation of the shear transfer mechanisms in reinforced concrete beams using photogrammetry"],"prefix":"10.1002","volume":"21","author":[{"ORCID":"https:\/\/orcid.org\/0000-0003-0191-0308","authenticated-orcid":false,"given":"J\u00f3natas","family":"Valen\u00e7a","sequence":"first","affiliation":[{"name":"CERIS, Instituto Superior T\u00e9cnico Universidade de Lisboa  Lisbon Portugal"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-3254-2221","authenticated-orcid":false,"given":"Ricardo N. F.","family":"Carmo","sequence":"additional","affiliation":[{"name":"CERIS, Instituto Superior T\u00e9cnico Universidade de Lisboa  Lisbon Portugal"},{"name":"Department of Civil Engineering Polytechnic Institute of Coimbra  Coimbra Portugal"}]}],"member":"311","published-online":{"date-parts":[[2019,4,5]]},"reference":[{"key":"e_1_2_8_2_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2014.10.034"},{"key":"e_1_2_8_3_1","first-page":"41","volume-title":"Die bauweise hennebique","author":"Ritter W","year":"1899"},{"key":"e_1_2_8_4_1","volume-title":"Der Eisenbetonbau \u2013 Seine Theorie und Anwendung","author":"M\u00f6rsch E","year":"1908"},{"key":"e_1_2_8_5_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.proeng.2011.07.015"},{"key":"e_1_2_8_6_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2007.10.008"},{"key":"e_1_2_8_7_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2015.09.015"},{"key":"e_1_2_8_8_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2017.03.026"},{"key":"e_1_2_8_9_1","first-page":"27","volume-title":"Shear Span Length Relation To Tensile Properties of Strain Hardening Cementitious Composites","author":"Georgiou AV","year":"2016"},{"key":"e_1_2_8_10_1","volume-title":"EN 1992\u20101\u20101: Eurocode 2: Design of Concrete Structures \u2010 Part 1\u20101: General Rules and Rules for Buildings","author":"CEN","year":"2004"},{"key":"e_1_2_8_11_1","unstructured":"ACI318. Building Code Requirements for Structural Concrete and Commentary. (Institute AC ed.);2011."},{"key":"e_1_2_8_12_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2016.01.025"},{"key":"e_1_2_8_13_1","doi-asserted-by":"publisher","DOI":"10.1080\/15732479.2013.835326"},{"key":"e_1_2_8_14_1","doi-asserted-by":"publisher","DOI":"10.1111\/j.1747-1567.2011.00731.x"},{"key":"e_1_2_8_15_1","doi-asserted-by":"publisher","DOI":"10.14358\/PERS.72.1.39"},{"key":"e_1_2_8_16_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.isprsjprs.2009.02.004"},{"key":"e_1_2_8_17_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.measurement.2007.12.005"},{"key":"e_1_2_8_18_1","doi-asserted-by":"publisher","DOI":"10.1111\/str.12073"},{"key":"e_1_2_8_19_1","doi-asserted-by":"publisher","DOI":"10.1002\/stc.2013"},{"key":"e_1_2_8_20_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.optlaseng.2015.05.006"},{"key":"e_1_2_8_21_1","doi-asserted-by":"publisher","DOI":"10.1111\/0031-868X.00198"},{"issue":"10","key":"e_1_2_8_22_1","first-page":"1","article-title":"Crack propagation monitoring using an image deformation approach","volume":"24","author":"Dias\u2010da\u2010Costa D","year":"2016","journal-title":"Struct Control Health Monit"},{"key":"e_1_2_8_23_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0887-3801(2003)17:4(255)"},{"key":"e_1_2_8_24_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2017.04.096"},{"key":"e_1_2_8_25_1","doi-asserted-by":"publisher","DOI":"10.1617\/s11527-013-0148-8"},{"key":"e_1_2_8_26_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.measurement.2012.07.019"},{"key":"e_1_2_8_27_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2015.08.079"},{"key":"e_1_2_8_28_1","first-page":"677","volume-title":"World Academy of Science, Engineering and Technology, International Journal of Mechanical and Mechatronics Engineering","author":"Gharavi N","year":"2017"},{"key":"e_1_2_8_29_1","doi-asserted-by":"publisher","DOI":"10.1680\/macr.12.00142"},{"key":"e_1_2_8_30_1","doi-asserted-by":"publisher","DOI":"10.1680\/macr.2007.59.9.621"},{"key":"e_1_2_8_31_1","doi-asserted-by":"crossref","first-page":"465","DOI":"10.37544\/0005-6650-2017-11-51","article-title":"Shear tests on prestressed concrete continuous beams with rectangular and l\u2010shaped cross\u2010sections","volume":"92","author":"Herbrand M","year":"2017","journal-title":"Bauingenieur"},{"key":"e_1_2_8_32_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2016.02.014"},{"key":"e_1_2_8_33_1","doi-asserted-by":"publisher","DOI":"10.1061\/JSDEAG.0005400"},{"key":"e_1_2_8_34_1","first-page":"99","volume-title":"Reports of the Working Commissions Volume 34. Zurich, Switzerland: (International Association for Bridge and Structural Engineering","author":"Gambarova PG","year":"1981"},{"issue":"3","key":"e_1_2_8_35_1","first-page":"1","article-title":"Automatic mapping of cracking patterns on concrete surfaces with biological stains using hyper\u2010spectral images processing","volume":"26","author":"Santos BO","year":"2019","journal-title":"Struct Control Health Monit"},{"key":"e_1_2_8_36_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2012.11.061"},{"key":"e_1_2_8_37_1","doi-asserted-by":"publisher","DOI":"10.1111\/str.12094"},{"key":"e_1_2_8_38_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2012.09.030"},{"key":"e_1_2_8_39_1","doi-asserted-by":"publisher","DOI":"10.1109\/ICCASM.2010.5622319"},{"key":"e_1_2_8_40_1","volume-title":"EN 12390, Testing hardened concrete","author":"CEN","year":"2009"},{"key":"e_1_2_8_41_1","volume-title":"E 397 (1993). LNEC Specification. Concrete Determination of Young's Modulus in Compression (in Portuguese)","author":"LNEC","year":"1993"}],"container-title":["Structural Concrete"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/suco.201800279","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/full-xml\/10.1002\/suco.201800279","content-type":"application\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/suco.201800279","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2023,9,3]],"date-time":"2023-09-03T02:03:13Z","timestamp":1693706593000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/suco.201800279"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2019,4,5]]},"references-count":40,"journal-issue":{"issue":"1","published-print":{"date-parts":[[2020,2]]}},"alternative-id":["10.1002\/suco.201800279"],"URL":"https:\/\/doi.org\/10.1002\/suco.201800279","archive":["Portico"],"relation":{},"ISSN":["1464-4177","1751-7648"],"issn-type":[{"value":"1464-4177","type":"print"},{"value":"1751-7648","type":"electronic"}],"subject":[],"published":{"date-parts":[[2019,4,5]]},"assertion":[{"value":"2018-10-10","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2019-03-09","order":1,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2019-04-05","order":2,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}