Table 3 Mechanical properties of epoxied joints.
From: Shear behavior and construction method of steel shear keyed joints in precast segmental beams
Specimens ID | Cracking load \({\varvec{V}}_{{{\varvec{cr}}}} \left( {{\varvec{kN}}} \right)\) | Ultimate load \({\varvec{V}}_{{\varvec{u}}} \left( {{\varvec{kN}}} \right)\) | \(\frac{{{\varvec{V}}_{{{\varvec{cr}}}} }}{{{\varvec{V}}_{{\varvec{u}}} }}\left( \user2{\% } \right)\) | Confining stressin initial state \({\mathbf{P}}_{{{\varvec{in}}}} \left( {{\varvec{kN}}} \right)\) | Confining stress in cracking state \({\mathbf{P}}_{{{\varvec{cr}}}} \left( {{\varvec{kN}}} \right)\) | \(\frac{{{\mathbf{P}}_{{{\varvec{cr}}}} - {\mathbf{P}}_{{{\varvec{in}}}} }}{{{\mathbf{P}}_{{{\varvec{in}}}} }}\left( \user2{\% } \right)\) |
---|---|---|---|---|---|---|
DS4 | 479.5 | 479.5 | 100 | 90 | 166.80 | 85.33 |
DS5 | 529.5 | 529.5 | 100 | 90 | 166.49 | 84.99 |
DS6 | 685.8 | 685.8 | 100 | 90 | 110.92 | 23.24 |