Abstract
Large-scale load testing was completed on both plain and fiber-reinforced concrete slabs-on-ground. The fiber-reinforced concrete used a new synthetic macrofiber. Although the synthetic fibers did not alter the tensile cracking load of the plain concrete slab, the flexural cracking load of the plain concrete slab was increased by 25 and 32% with synthetic fiber addition of 0.32 and 0.48% by volume, respectively, for the center loading configuration. Similarly, synthetic fibers at 0.48% volume fraction increased the flexural cracking load of plain concrete slab under edge loading by 28%. The ultimate load capacity of the plain concrete slab under center loading was increased by 20 and 34% with the addition of 0.32 and 0.48% synthetic fibers, respectively. Embedded strain gauges in the concrete slabs and deflection profile measurements indicated the fibers effectively distributed the load throughout the slab volume as cracking progressed, resulting in the increased concrete slab flexural and ultimate capacities.
Original language | English (US) |
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Pages (from-to) | 3-10 |
Number of pages | 8 |
Journal | ACI Materials Journal |
Volume | 103 |
Issue number | 1 |
State | Published - Jan 2006 |
Keywords
- Fibers
- Slabs
- Strength
- Testing
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)