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