Multi-faceted framework for extrapolating early age flexural strength to facilitate rapid lifting/handling of high-volume fly ash precast members

Journal Article · Sun Mar 02 23:00:00 EST 2025 · Journal of Building Engineering

DOI:https://doi.org/10.1016/j.jobe.2025.112250· OSTI ID:2562923

Lallas, Zoe N. ^[1]; Gombeda, Matthew J. ^[2]; Ordillas, Kurt A. ^[2]

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1. Illinois Institute of Technology, Chicago, IL (United States); Illinois Institute of Technology
2. Illinois Institute of Technology, Chicago, IL (United States)

Maintaining adequate early-age structural performance for precast concrete components has grown in importance as more sustainable mix designs become more widespread. Achieving high-early flexural strength is particularly crucial to facilitate rapid removal of hardened concrete components from formwork, often within 24 h after fresh concrete placement. Limited research has assessed the effectiveness of traditional design methods in correlating flexural strength with compressive strength for next-generation mix designs, or demonstrated extrapolation of such material performance to larger-scale structural tests. This paper presents a multi-faceted framework to reassess early-age flexural strength for concretes made with relatively high proportions of fly ash from both fresh and harvested sources. Here, the framework provides several pathways, from which the user can select based upon available resources and the specific application, to improve accuracy of early-age cracking moment calculations. Furthermore, the scope includes evaluation of strength performance under curing conditions emulative of those in a precast facility, recommending modulus of rupture equations which are more performance-driven than current design provisions, and experimental tests on prefabricated concrete beams to validate the proposed methodologies. Correlations of early-age strength with both concrete age and maturity measurements compare the effectiveness of utilizing in-situ data to further enhance the prediction methods. Ultimately, the proposed framework helped reduce errors when calculating cracking moment capacity at early ages by tailoring calculations to reflect mix-dependent behavior. Furthermore, most estimates of cracking moment were within 25 % of their corresponding experimental test results, thus promoting confidence for using these strategies with high-volume fly ash precast structures.

• Research Organization: Illinois Institute of Technology, Chicago, IL (United States)
• Sponsoring Organization: USDOE
• Grant/Contract Number: FE0031931
• OSTI ID: 2562923
• Alternate ID(s): OSTI ID: 2526650
• Journal Information: Journal of Building Engineering, Journal Name: Journal of Building Engineering Vol. 104; ISSN 2352-7102
• Publisher: Elsevier
• Country of Publication: United States
• Language: English

Related Subjects

42 ENGINEERING
Cracking
Early-age
Fly ash
Precast
Rupture