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Concrete has high brittleness along with low tensile strength and tensile strain capacities.
Results indicated that CFRP wrapping increased the strength and strain capacities of confined columns compared to unconfined columns.
The experimental results showed that the GFRP-reinforced CFFT columns had comparable ultimate axial strength and strain capacities compare to their counterparts reinforced with steel bars.
The experimental results showed that compared with the plain concrete, the ultimate compression strength and axial strain capacities of the pre-damaged concrete were improved by 10 104% and 186 590% respectively after the BFRP confinement.
The cylinders with "hoop-angle-hoop" ply configuration in general exhibited higher axial stress and strain capacities as compared to the cylinders with the "angle-hoop-angle" ply configuration.
Its load and strain capacities are similar to those of natural tissue.
Similar(49)
Neglecting anisotropy in finite element analysis may overestimate strain capacity.
Due to the strain-hardening and high strain capacity of the LSECC, the overall strain capacity and the integrity of the composite slab can be significantly improved.
In this paper, ECC was developed with a tensile strain capacity of 3%.
However, its tensile strain capacity is generally lower than that of high ductile cementitious composite.
The high strain capacity is demonstrated by resistance curve tangency approach and CWP test results.
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