{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,12]],"date-time":"2025-10-12T01:57:57Z","timestamp":1760234277002,"version":"build-2065373602"},"reference-count":16,"publisher":"MDPI AG","issue":"5","license":[{"start":{"date-parts":[[2021,4,26]],"date-time":"2021-04-26T00:00:00Z","timestamp":1619395200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"American University of Sharjah (AUS)","award":["EFRG18-MSE-CEN-25"],"award-info":[{"award-number":["EFRG18-MSE-CEN-25"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Data"],"abstract":"<jats:p>This article provides data of axial load-bending moment capacities of plain and fiber-reinforced geopolymer concrete (GPC, FRGPC) columns. The columns were reinforced by double layers of longitudinal and transverse reinforcement using steel and\/or glass-fiber-reinforced polymer (GFRP) bars. The concrete fiber-reinforcing materials included steel and synthetic fibers. The columns data included different parameters like the longitudinal reinforcement ratio, the applied load eccentricity, and the columns\u2019 slenderness ratio. The data was collected from different analysis output files then sorted and tabulated in usable formatted tables. The data can support the development of design axial load-bending moment interactions. In addition, further processing of the data can yield analytical strength curves which are useful in determining the columns stability under different structural loading configurations. Researchers and educators can make use of these data for illustrations and prospective new research suggestions.<\/jats:p>","DOI":"10.3390\/data6050043","type":"journal-article","created":{"date-parts":[[2021,4,27]],"date-time":"2021-04-27T02:31:43Z","timestamp":1619490703000},"page":"43","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":16,"title":["Data for Interaction Diagrams of Geopolymer FRC Slender Columns with Double-Layer GFRP and Steel Reinforcement"],"prefix":"10.3390","volume":"6","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-5004-0778","authenticated-orcid":false,"given":"Mohammad","family":"AlHamaydeh","sequence":"first","affiliation":[{"name":"Department of Civil Engineering, College of Engineering, American University of Sharjah, Sharjah 26666, United Arab Emirates"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-6903-4629","authenticated-orcid":false,"given":"Fouad","family":"Amin","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, College of Engineering, American University of Sharjah, Sharjah 26666, United Arab Emirates"},{"name":"Structural Engineering Department, Faculty of Engineering, Mansoura University, Mansoura 35516, Egypt"}]}],"member":"1968","published-online":{"date-parts":[[2021,4,26]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"04016092","DOI":"10.1061\/(ASCE)CC.1943-5614.0000748","article-title":"Axial Load\u2013Moment Interaction Diagram of Circular Concrete Columns Reinforced with CFRP Bars and Spirals: Experimental and Theoretical Investigations","volume":"21","author":"Hadhood","year":"2017","journal-title":"J. Compos. Constr."},{"key":"ref_2","doi-asserted-by":"crossref","first-page":"133","DOI":"10.14359\/51720206","article-title":"Load-Bending Moment (P-M) Interactions of Geopolymer Concrete Column Reinforced with and without Steel Fiber","volume":"117","author":"Farhan","year":"2020","journal-title":"ACI Struct. J."},{"key":"ref_3","doi-asserted-by":"crossref","first-page":"33","DOI":"10.1016\/j.compstruct.2017.05.034","article-title":"Analytical buckling model for slender FRP-reinforced concrete columns","volume":"176","author":"Hales","year":"2017","journal-title":"Compos. Struct."},{"key":"ref_4","unstructured":"(2020). Effect of Critical Test Parameters on Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Slender Columns under Eccentric Load. ACI Struct. J., 117, 127\u2013142."},{"key":"ref_5","doi-asserted-by":"crossref","first-page":"454","DOI":"10.1016\/j.conbuildmat.2018.07.110","article-title":"Mechanical and flexural performance of synthetic fibre reinforced geopolymer concrete","volume":"186","author":"Noushini","year":"2018","journal-title":"Constr. Build. Mater."},{"key":"ref_6","doi-asserted-by":"crossref","first-page":"341","DOI":"10.1016\/j.cemconcomp.2019.01.005","article-title":"Axial stress-strain behavior of macro-synthetic fiber reinforced recycled aggregate concrete","volume":"97","author":"Kazmi","year":"2019","journal-title":"Cem. Concr. Compos."},{"key":"ref_7","doi-asserted-by":"crossref","first-page":"184","DOI":"10.1016\/j.istruc.2018.07.001","article-title":"Behaviour of Ambient Cured Steel Fibre Reinforced Geopolymer Concrete Columns Under Axial and Flexural Loads","volume":"15","author":"Farhan","year":"2018","journal-title":"Structures"},{"key":"ref_8","unstructured":"V.ROD (2021, April 13). Technical Data Sheets. Available online: https:\/\/www.fiberglassrebar.com\/en\/Fiberglass-reinforcement\/Technical-data-sheets."},{"key":"ref_9","doi-asserted-by":"crossref","first-page":"193","DOI":"10.14359\/51715663","article-title":"Assessment of Design Guidelines of Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars","volume":"116","author":"Hadhood","year":"2019","journal-title":"ACI Struct. J."},{"key":"ref_10","unstructured":"(2021). Proposed Flexural Stiffness of Slender Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars. ACI Struct. J., 118, 227\u2013240."},{"key":"ref_11","doi-asserted-by":"crossref","first-page":"1804","DOI":"10.1061\/(ASCE)0733-9445(1988)114:8(1804)","article-title":"Theoretical Stress-Strain Model for Confined Concrete","volume":"114","author":"Mander","year":"1988","journal-title":"J. Struct. Eng."},{"key":"ref_12","unstructured":"Hales, T.A. (2015). Slender Concrete Columns Reinforced with Fiber Reinforced Polymer Spirals. [Ph.D. Thesis, University of Utah]."},{"key":"ref_13","doi-asserted-by":"crossref","first-page":"65","DOI":"10.14359\/51715573","article-title":"Moment-Curvature Behavior of Glass Fiber-Reinforced Polymer Bar-Reinforced Normal-Strength Concrete and High-Strength Concrete Columns","volume":"116","author":"Hasan","year":"2019","journal-title":"ACI Struct. J."},{"key":"ref_14","doi-asserted-by":"crossref","first-page":"715","DOI":"10.1617\/s11527-008-9415-5","article-title":"Analysis of geopolymer concrete columns","volume":"42","author":"Sarker","year":"2009","journal-title":"Mater. Struct. Constr."},{"key":"ref_15","doi-asserted-by":"crossref","first-page":"422","DOI":"10.1016\/j.engstruct.2016.03.036","article-title":"Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars","volume":"117","author":"Maranan","year":"2016","journal-title":"Eng. Struct."},{"key":"ref_16","unstructured":"Wight, J.K. (2015). Reinforced Concrete: Mechanics and Design, Pearson Education Limited. [7th ed.]."}],"container-title":["Data"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.mdpi.com\/2306-5729\/6\/5\/43\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,10,11]],"date-time":"2025-10-11T05:52:47Z","timestamp":1760161967000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.mdpi.com\/2306-5729\/6\/5\/43"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,4,26]]},"references-count":16,"journal-issue":{"issue":"5","published-online":{"date-parts":[[2021,5]]}},"alternative-id":["data6050043"],"URL":"https:\/\/doi.org\/10.3390\/data6050043","relation":{},"ISSN":["2306-5729"],"issn-type":[{"type":"electronic","value":"2306-5729"}],"subject":[],"published":{"date-parts":[[2021,4,26]]}}}