Table 2 Mechanical properties of dry joints.
From: Shear behavior and construction method of steel shear keyed joints in precast segmental beams
SpecimensID | 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 stressin cracking state \({\mathbf{P}}_{{{\varvec{cr}}}} \left( {{\varvec{kN}}} \right)\) | \(\frac{{{\mathbf{P}}_{{{\varvec{cr}}}} - {\mathbf{P}}_{{{\varvec{in}}}} }}{{{\mathbf{P}}_{{{\varvec{in}}}} }}\left( \user2{\% } \right)\) |
---|---|---|---|---|---|---|
DS1 | - | 56.7 | - | 90 | - | - |
DS2 | 174.8 | 181.6 | 96.3 | 90 | 120.0 | 33.3 |
DS3 | 271.2 | 314.1 | 86.3 | 90 | 97.6 | 8.4 |