{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,1]],"date-time":"2026-04-01T22:24:43Z","timestamp":1775082283757,"version":"3.50.1"},"reference-count":65,"publisher":"MDPI AG","issue":"18","license":[{"start":{"date-parts":[[2025,9,19]],"date-time":"2025-09-19T00:00:00Z","timestamp":1758240000000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Polymers"],"abstract":"<jats:p>3D-printable concretes often require high binder content. This study evaluates the use of industrial gypsum by-products, phosphogypsum (PG) and borogypsum (BG), as partial cement replacements to enhance sustainability without compromising printability. PG and BG were incorporated at 2.5\u201310 wt% to replace the gypsum fraction in cement-based mortars containing fly ash (FA) or ground granulated blast-furnace slag (GGBS), with and without fibers. The fresh properties (spread flow diameter, open time, air content, density, and pH) and compressive strength were measured. At 28 days, the highest strength was achieved with a 7.5% PG addition to the GGBS system (~51 MPa), which exceeded the strength of the GGBS control C1 (~47.6 MPa). In the FA system, 2.5% PG reached 42.5 MPa, comparable to the FA control C2 (41.2 MPa). BG caused pronounced strength penalties at \u22657.5% across both binder systems, indicating a practical BG ceiling of \u22645%. Open time increased from ~0.75 h in the controls to ~2\u20132.5 h in BG-FA mixes with fibers, whereas PG mixes generally maintained a stable, printable window close to control levels. Overall, adding 5\u20137.5% PG, particularly in the presence of GGBS, improved mechanical performance without compromising workability. However, BG should be limited to \u22645% unless extended open time is the primary objective. These findings provide quantitative guidance on selecting PG\/BG dosages and FA\/GGBS systems to balance strength and printability in cement-based, 3D-printable concretes.<\/jats:p>","DOI":"10.3390\/polym17182530","type":"journal-article","created":{"date-parts":[[2025,9,19]],"date-time":"2025-09-19T08:11:01Z","timestamp":1758269461000},"page":"2530","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":3,"title":["Phosphogypsum and Borogypsum as Additives for Sustainable and High-Performance 3D-Printable Concrete"],"prefix":"10.3390","volume":"17","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-3901-9070","authenticated-orcid":false,"given":"Ye\u015fim","family":"Tarhan","sequence":"first","affiliation":[{"name":"Technical Sciences Vocational School, Ardahan University, 75002 Ardahan, T\u00fcrkiye"}]},{"given":"Berrin","family":"Atalay","sequence":"additional","affiliation":[{"name":"Graduate Institute of Advanced Technologies, Ardahan University, 75002 Ardahan, T\u00fcrkiye"}]}],"member":"1968","published-online":{"date-parts":[[2025,9,19]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","unstructured":"Hossain, M.A., Zhumabekova, A., Paul, S.C., and Kim, J.R. 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