Seismic Behavior of High-Performance Fiber-Reinforced Cement Composites Beam-Column Connection with High Damage Tolerance

International Journal of Concrete Structures and Materials

Table 9 Summary of experimental results.

Specimen	\(\sigma_{pc}\)	\(\varepsilon_{pc}\)	\({\text{f}^{\prime}}_{\text{c}}\), MPa	\({\text{v}}_{\text{jmax}}\) /\(\sqrt {{\text{f}^{\prime}}_{\text{c}} }\)	Failure mode
C1	2.9	0.002	31.87	1.03	Flexural failure
C2	2.9	0.002	31.87	0.77	Shear failure
SC2-A	6.2	0.07	41.47	0.86	Flexural failure
SC2-B	6.7	0.066	50.57	0.76	Flexural failure

\(\sigma_{pc}\) = post cracking (peak) tensile strength; \(\varepsilon_{pc}\) = tensile strain capacity (strain at peak stress).