Shear Strength of R/C Beam-Column Connections

by Donald F. Meinheit, (M.ASCE), Sr. Structural Engr.; Wiss, Janney, Elstner, and Assoc., Inc. Northbrook, Ill.,
James O. Jirsa, (M.ASCE), Prof. of Civ. Engrg.; Univ. of Texas at Austin Austin, Tex.,

Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 11, Pg. 2227-2244

Document Type: Journal Paper

Discussion: Huntington Craig G. (See full record)
Closure: (See full record)

Abstract: Strength and load reversal tests were conducted on reinforced concrete beam-column connections. Fourteen tests investigated the influence of the column axial compressive stress, the amount of hoop reinforcement in the connection, the size and location of transverse beams, and the geometry of the connection region. The test results indicate that the current state-of-the-art design procedure underestimates the capabilities of concrete in the beam-column connection and overestimates the contribution of hoop reinforcement in the connection. It appears that satisfactory load reversal behavior can be achieved if the shear stress in the connection is about half of the monotonic shear strength.

Subject Headings: Connections (structural) | Shear strength | Reinforced concrete | Beam columns | Shear stress | Structural strength | Load tests | Load factors |

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