{"data":{"id":"10.4121/b378d78b-f3f9-47cc-9765-c7636aa1c346","type":"dois","attributes":{"doi":"10.4121/b378d78b-f3f9-47cc-9765-c7636aa1c346","prefix":"10.4121","suffix":"b378d78b-f3f9-47cc-9765-c7636aa1c346","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Shozab Mustafa","nameType":"Personal","givenName":"Shozab","familyName":"Mustafa","nameIdentifiers":[{"nameIdentifier":"0000-0003-3321-6038","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]},{"name":"Mladena Lukovic","nameType":"Personal","givenName":"Mladena","familyName":"Lukovic","nameIdentifiers":[{"nameIdentifier":"0000-0002-9254-6937","nameIdentifierScheme":"https://orcid.org/"}],"affiliation":[]}],"titles":[{"title":"Data accompanying the PhD dissertation: Interface between concrete and Strain Hardening Cementitious Composites (SHCC)"}],"publisher":"4TU.ResearchData","container":{},"publicationYear":2026,"subjects":[{"subject":"Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"09"},{"subject":"Civil Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0905"},{"subject":"Construction Materials Performance and Processes","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"8703"},{"subject":"Construction Design","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"8702"},{"subject":"Construction","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"87"},{"subject":"Strain-Hardening Cementitious Composite (SHCC)"},{"subject":"SHCC-Concrete Interface"},{"subject":"Concrete-Concrete Interface"},{"subject":"hybrid concrete beams"},{"subject":"differential shrinkage"},{"subject":"Interface fracture"},{"subject":"crack width control"},{"subject":"Hyrbid beams"},{"subject":"Time: 2019-2027"}],"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":"IsVersionOf","relatedIdentifier":"10.4121/b378d78b-f3f9-47cc-9765-c7636aa1c346.v1","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":[],"formats":["CSV files with data and PDFs for support"],"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 experimental measurements underlying a doctoral investigation of the mechanical behaviour of interfaces between strain-hardening cementitious composite (SHCC) and conventional concrete, including their influence on fracture and crack-width control in hybrid structural members.Three experimental programmes are archived together because they form a connected investigation at bond and structural scales:1- Modified slant shear tests (MSSTs): Composite specimens tested at nominal interface inclinations of 0°, 30°, 60°, 75° and 90° to investigate responses under different combinations of normal and shear loading.2- Notched-beam tests: Hybrid beams tested after sealed curing or drying exposure (nominally 60% and 30% relative humidity) to investigate interface opening, shrinkage-induced pre-damage and subsequent mechanical response.3 - Flexural-beam tests: Reinforced concrete reference beams and hybrid SHCC–concrete beams tested under four-point bending to investigate composite action and crack-width control, with varying interface preparation and beam height.The experimental procedure, specimen geometry and analysis are described in Chapters 3 and 5 of the associated thesis.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[{"awardTitle":"NWO project number 16814","funderName":"unknown"}],"xml":"PD94bWwgdmVyc2lvbj0iMS4wIiBlbmNvZGluZz0iVVRGLTgiPz4KPHJlc291cmNlIHhtbG5zPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCIgeG1sbnM6eHNpPSJodHRwOi8vd3d3LnczLm9yZy8yMDAxL1hNTFNjaGVtYS1pbnN0YW5jZSIgeHNpOnNjaGVtYUxvY2F0aW9uPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCBodHRwOi8vc2NoZW1hLmRhdGFjaXRlLm9yZy9tZXRhL2tlcm5lbC00LjQvbWV0YWRhdGEueHNkIj4KICA8aWRlbnRpZmllciBpZGVudGlmaWVyVHlwZT0iRE9JIj4xMC40MTIxL0IzNzhENzhCLUYzRjktNDdDQy05NzY1LUM3NjM2QUExQzM0NjwvaWRlbnRpZmllcj4KICA8Y3JlYXRvcnM+CiAgICA8Y3JlYXRvcj4KICAgICAgPGNyZWF0b3JOYW1lIG5hbWVUeXBlPSJQZXJzb25hbCI+U2hvemFiIE11c3RhZmE8L2NyZWF0b3JOYW1lPgogICAgICA8Z2l2ZW5OYW1lPlNob3phYjwvZ2l2ZW5OYW1lPgogICAgICA8ZmFtaWx5TmFtZT5NdXN0YWZhPC9mYW1pbHlOYW1lPgogICAgICA8bmFtZUlkZW50aWZpZXIgbmFtZUlkZW50aWZpZXJTY2hlbWU9Imh0dHBzOi8vb3JjaWQub3JnLyI+MDAwMC0wMDAzLTMzMjEtNjAzODwvbmFtZUlkZW50aWZpZXI+CiAgICA8L2NyZWF0b3I+CiAgICA8Y3JlYXRvcj4KICAgICAgPGNyZWF0b3JOYW1lIG5hbWVUeXBlPSJQZXJzb25hbCI+TWxhZGVuYSBMdWtvdmljPC9jcmVhdG9yTmFtZT4KICAgICAgPGdpdmVuTmFtZT5NbGFkZW5hPC9naXZlbk5hbWU+CiAgICAgIDxmYW1pbHlOYW1lPkx1a292aWM8L2ZhbWlseU5hbWU+CiAgICAgIDxuYW1lSWRlbnRpZmllciBuYW1lSWRlbnRpZmllclNjaGVtZT0iaHR0cHM6Ly9vcmNpZC5vcmcvIj4wMDAwLTAwMDItOTI1NC02OTM3PC9uYW1lSWRlbnRpZmllcj4KICAgIDwvY3JlYXRvcj4KICA8L2NyZWF0b3JzPgogIDx0aXRsZXM+CiAgICA8dGl0bGU+RGF0YSBhY2NvbXBhbnlpbmcgdGhlIFBoRCBkaXNzZXJ0YXRpb246IEludGVyZmFjZSBiZXR3ZWVuIGNvbmNyZXRlIGFuZCBTdHJhaW4gSGFyZGVuaW5nIENlbWVudGl0aW91cyBDb21wb3NpdGVzIChTSENDKTwvdGl0bGU+CiAgPC90aXRsZXM+CiAgPHB1Ymxpc2hlcj40VFUuUmVzZWFyY2hEYXRhPC9wdWJsaXNoZXI+CiAgPHB1YmxpY2F0aW9uWWVhcj4yMDI2PC9wdWJsaWNhdGlvblllYXI+CiAgPHJlc291cmNlVHlwZSByZXNvdXJjZVR5cGVHZW5lcmFsPSJEYXRhc2V0Ij5EYXRhc2V0PC9yZXNvdXJjZVR5cGU+CiAgPHN1YmplY3RzPgogICAgPHN1YmplY3Qgc3ViamVjdFNjaGVtZT0iQXVzdHJhbGlhbiBhbmQgTmV3IFplYWxhbmQgU3RhbmRhcmQgUmVzZWFyY2ggQ2xhc3NpZmljYXRpb24gKEFOWlNSQyksIDIwMDgiIGNsYXNzaWZpY2F0aW9uQ29kZT0iMDkiPkVuZ2luZWVyaW5nPC9zdWJqZWN0PgogICAgPHN1YmplY3Qgc3ViamVjdFNjaGVtZT0iQXVzdHJhbGlhbiBhbmQgTmV3IFplYWxhbmQgU3RhbmRhcmQgUmVzZWFyY2ggQ2xhc3NpZmljYXRpb24gKEFOWlNSQyksIDIwMDgiIGNsYXNzaWZpY2F0aW9uQ29kZT0iMDkwNSI+Q2l2aWwgRW5naW5lZXJpbmc8L3N1YmplY3Q+CiAgICA8c3ViamVjdCBzdWJqZWN0U2NoZW1lPSJBdXN0cmFsaWFuIGFuZCBOZXcgWmVhbGFuZCBTdGFuZGFyZCBSZXNlYXJjaCBDbGFzc2lmaWNhdGlvbiAoQU5aU1JDKSwgMjAwOCIgY2xhc3NpZmljYXRpb25Db2RlPSI4NzAzIj5Db25zdHJ1Y3Rpb24gTWF0ZXJpYWxzIFBlcmZvcm1hbmNlIGFuZCBQcm9jZXNzZXM8L3N1YmplY3Q+CiAgICA8c3ViamVjdCBzdWJqZWN0U2NoZW1lPSJBdXN0cmFsaWFuIGFuZCBOZXcgWmVhbGFuZCBTdGFuZGFyZCBSZXNlYXJjaCBDbGFzc2lmaWNhdGlvbiAoQU5aU1JDKSwgMjAwOCIgY2xhc3NpZmljYXRpb25Db2RlPSI4NzAyIj5Db25zdHJ1Y3Rpb24gRGVzaWduPC9zdWJqZWN0PgogICAgPHN1YmplY3Qgc3ViamVjdFNjaGVtZT0iQXVzdHJhbGlhbiBhbmQgTmV3IFplYWxhbmQgU3RhbmRhcmQgUmVzZWFyY2ggQ2xhc3NpZmljYXRpb24gKEFOWlNSQyksIDIwMDgiIGNsYXNzaWZpY2F0aW9uQ29kZT0iODciPkNvbnN0cnVjdGlvbjwvc3ViamVjdD4KICAgIDxzdWJqZWN0PlN0cmFpbi1IYXJkZW5pbmcgQ2VtZW50aXRpb3VzIENvbXBvc2l0ZSAoU0hDQyk8L3N1YmplY3Q+CiAgICA8c3ViamVjdD5TSENDLUNvbmNyZXRlIEludGVyZmFjZTwvc3ViamVjdD4KICAgIDxzdWJqZWN0PkNvbmNyZXRlLUNvbmNyZXRlIEludGVyZmFjZTwvc3ViamVjdD4KICAgIDxzdWJqZWN0Pmh5YnJpZCBjb25jcmV0ZSBiZWFtczwvc3ViamVjdD4KICAgIDxzdWJqZWN0PmRpZmZlcmVudGlhbCBzaHJpbmthZ2U8L3N1YmplY3Q+CiAgICA8c3ViamVjdD5JbnRlcmZhY2UgZnJhY3R1cmU8L3N1YmplY3Q+CiAgICA8c3ViamVjdD5jcmFjayB3aWR0aCBjb250cm9sPC9zdWJqZWN0PgogICAgPHN1YmplY3Q+SHlyYmlkIGJlYW1zPC9zdWJqZWN0PgogICAgPHN1YmplY3Q+VGltZTogMjAxOS0yMDI3PC9zdWJqZWN0PgogIDwvc3ViamVjdHM+CiAgPGNvbnRyaWJ1dG9ycz4KICAgIDxjb250cmlidXRvciBjb250cmlidXRvclR5cGU9Ik90aGVyIj4KICAgICAgPGNvbnRyaWJ1dG9yTmFtZSBuYW1lVHlwZT0iT3JnYW5pemF0aW9uYWwiPlRVIERlbGZ0LCBDaXZpbCBFbmdpbmVlcmluZyBhbmQgR2Vvc2NpZW5jZXMsIEVuZ2luZWVyaW5nIFN0cnVjdHVyZXMsIENvbmNyZXRlIFN0cnVjdHVyZXM8L2NvbnRyaWJ1dG9yTmFtZT4KICAgIDwvY29udHJpYnV0b3I+CiAgPC9jb250cmlidXRvcnM+CiAgPGRhdGVzPgogICAgPGRhdGUgZGF0ZVR5cGU9Iklzc3VlZCI+MjAyNi0xMC0zMDwvZGF0ZT4KICA8L2RhdGVzPgogIDxsYW5ndWFnZT5lbjwvbGFuZ3VhZ2U+CiAgPHJlbGF0ZWRJZGVudGlmaWVycz4KICAgIDxyZWxhdGVkSWRlbnRpZmllciByZWxhdGVkSWRlbnRpZmllclR5cGU9IkRPSSIgcmVsYXRpb25UeXBlPSJJc1ZlcnNpb25PZiI+MTAuNDEyMS9iMzc4ZDc4Yi1mM2Y5LTQ3Y2MtOTc2NS1jNzYzNmFhMWMzNDYudjE8L3JlbGF0ZWRJZGVudGlmaWVyPgogIDwvcmVsYXRlZElkZW50aWZpZXJzPgogIDxmb3JtYXRzPgogICAgPGZvcm1hdD5DU1YgZmlsZXMgd2l0aCBkYXRhIGFuZCBQREZzIGZvciBzdXBwb3J0PC9mb3JtYXQ+CiAgPC9mb3JtYXRzPgogIDx2ZXJzaW9uPjE8L3ZlcnNpb24+CiAgPHJpZ2h0c0xpc3Q+CiAgICA8cmlnaHRzIHJpZ2h0c1VSST0iaHR0cHM6Ly9jcmVhdGl2ZWNvbW1vbnMub3JnL2xpY2Vuc2VzL2J5LzQuMC8iPkNDIEJZIDQuMDwvcmlnaHRzPgogIDwvcmlnaHRzTGlzdD4KICA8ZGVzY3JpcHRpb25zPgogICAgPGRlc2NyaXB0aW9uIGRlc2NyaXB0aW9uVHlwZT0iQWJzdHJhY3QiPiZsdDtwJmd0O1RoaXMgZGF0YXNldCBjb250YWlucyBleHBlcmltZW50YWwgbWVhc3VyZW1lbnRzIHVuZGVybHlpbmcgYSBkb2N0b3JhbCBpbnZlc3RpZ2F0aW9uIG9mIHRoZSBtZWNoYW5pY2FsIGJlaGF2aW91ciBvZiBpbnRlcmZhY2VzIGJldHdlZW4gc3RyYWluLWhhcmRlbmluZyBjZW1lbnRpdGlvdXMgY29tcG9zaXRlIChTSENDKSBhbmQgY29udmVudGlvbmFsIGNvbmNyZXRlLCBpbmNsdWRpbmcgdGhlaXIgaW5mbHVlbmNlIG9uIGZyYWN0dXJlIGFuZCBjcmFjay13aWR0aCBjb250cm9sIGluIGh5YnJpZCBzdHJ1Y3R1cmFsIG1lbWJlcnMuJmx0Oy9wJmd0OyZsdDtwJmd0O1RocmVlIGV4cGVyaW1lbnRhbCBwcm9ncmFtbWVzIGFyZSBhcmNoaXZlZCB0b2dldGhlciBiZWNhdXNlIHRoZXkgZm9yb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