{"data":{"id":"10.4121/5edb3c87-9661-4130-8143-601936c9f93b","type":"dois","attributes":{"doi":"10.4121/5edb3c87-9661-4130-8143-601936c9f93b","prefix":"10.4121","suffix":"5edb3c87-9661-4130-8143-601936c9f93b","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Jiandong Lu","nameType":"Personal","givenName":"Jiandong","familyName":"Lu","nameIdentifiers":[{"nameIdentifier":"0000-0001-5217-4019","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]}],"titles":[{"title":"Experimental database underlying the PhD dissertation Chapter 6: Modelling of Shear Behaviour of Reinforced Concrete Members without Shear Reinforcement: a mechanical framework with refined shear transfer mechanisms"}],"publisher":"4TU.ResearchData","container":{},"publicationYear":2026,"subjects":[{"subject":"Civil Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0905"},{"subject":"Defence","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"8101"},{"subject":"Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"09"},{"subject":"Defence","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"81"},{"subject":"Reinforced concrete"},{"subject":"Shear capacity"},{"subject":"Shear failure"},{"subject":"Beams without shear reinforcement"},{"subject":"Experimental database"},{"subject":"Model validation"},{"subject":"ACI database"},{"subject":"DAfStb"},{"subject":"Delft database"}],"contributors":[{"name":"TU Delft, Civil Engineering and Geosciences, Engineering Structures, Concrete Structures","nameType":"Organizational","contributorType":"Other","affiliation":[],"nameIdentifiers":[]}],"dates":[{"date":"2026-10-30","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"IsSupplementTo","relatedIdentifier":"10.4233/uuid:c7c76fcb-097f-41ea-a402-ceab7c799c32","relatedIdentifierType":"DOI"},{"relationType":"IsVersionOf","relatedIdentifier":"10.4121/5edb3c87-9661-4130-8143-601936c9f93b.v1","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":[],"formats":["mat, csv, xlsx"],"version":"1","rightsList":[{"rights":"Creative Commons Attribution 4.0 International","rightsUri":"https://creativecommons.org/licenses/by/4.0/legalcode","schemeUri":"https://spdx.org/licenses/","rightsIdentifier":"cc-by-4.0","rightsIdentifierScheme":"SPDX"}],"descriptions":[{"description":"This dataset contains a curated compilation of experimental shear-capacity data for reinforced concrete beams without shear reinforcement, prepared for the evaluation and validation of mechanical shear models in Chapter 6 of Jiandong Lu's doctoral thesis at Delft University of Technology. The compilation comprises two subsets: 417 tests from an ACI–DAfStb-related literature database and 56 tests from a Delft experimental database, for a total of 473 tests. Ten variables are available for each test, including beam dimensions, longitudinal reinforcement properties, maximum aggregate size, converted concrete compressive strength, shear-span ratio, and measured ultimate shear force. The dataset contains two MATLAB MAT files, the original Excel compilation with documented final-selection worksheets, supplementary CSV exports with specimen identifiers, and accompanying documentation. Users should read the README and data dictionary for numerical precision, variables and units, and source-attribution requirements.\u003cbr\u003e","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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