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A platform for research: civil engineering, architecture and urbanism
Tests on column-beam connections for precast concrete frames
Connections were formed by rolled steel T which projects from column and two plates which project vertically from ends of beam; loading of units was by means of two 50 ton hydraulic jacks; deflectometer readings for joint and for beam; failure started with breakdown of bond due to shear; distortion took place in steel, mainly in beam plates as they were no longer assisted by concrete; improvement by welding of plates to T.
Tests on column-beam connections for precast concrete frames
Connections were formed by rolled steel T which projects from column and two plates which project vertically from ends of beam; loading of units was by means of two 50 ton hydraulic jacks; deflectometer readings for joint and for beam; failure started with breakdown of bond due to shear; distortion took place in steel, mainly in beam plates as they were no longer assisted by concrete; improvement by welding of plates to T.
Tests on column-beam connections for precast concrete frames
Civ Eng (Lond)
Gifford, F.W. (author)
1960
3 pages
Article (Journal)
English
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