TY - GEN
T1 - Deterioration mechanism of shear-resisting system in rc beam subjected to reversed cyclic loading after flexural yielding
AU - Kinugasa, H.
AU - Nomura, S.
N1 - Publisher Copyright:
© 2006 American Concrete Institute. All rights reserved.
PY - 2006/8/1
Y1 - 2006/8/1
N2 - Based on cyclic tests of RC beams that failed in flexural-shear without yielding of the transverse reinforcement, a mechanism controlling flexural shear failure is proposed. This mechanism, which is associated with 'Error Catastrophe' known as a theory of aging, was observed in the hinge region of the beams. The results of experimental testing indicate that a shear-resisting system forms in the flexural hinge region of a RC beam subjected to monotonic loading. Under reversed cyclic loading, the shear-resisting system temporarily disappears as cracks open and then is rebuilt as cracks close. A flexural shear failure occurs when the shear resisting mechanism is not rebuilt upon load reversal. What inhibits the rebuilding process and, ultimately, results in a failure to rebuild, is "errors" in the rebuilding process. These errors accumulate each time the shear-resisting system is rebuilt, and when the errors exceeded a certain tolerance, failure due to the malfunction of the rebuilding occurs.
AB - Based on cyclic tests of RC beams that failed in flexural-shear without yielding of the transverse reinforcement, a mechanism controlling flexural shear failure is proposed. This mechanism, which is associated with 'Error Catastrophe' known as a theory of aging, was observed in the hinge region of the beams. The results of experimental testing indicate that a shear-resisting system forms in the flexural hinge region of a RC beam subjected to monotonic loading. Under reversed cyclic loading, the shear-resisting system temporarily disappears as cracks open and then is rebuilt as cracks close. A flexural shear failure occurs when the shear resisting mechanism is not rebuilt upon load reversal. What inhibits the rebuilding process and, ultimately, results in a failure to rebuild, is "errors" in the rebuilding process. These errors accumulate each time the shear-resisting system is rebuilt, and when the errors exceeded a certain tolerance, failure due to the malfunction of the rebuilding occurs.
KW - Ductility
KW - Error catastrophe
KW - Failure mechanism
KW - Flexural shear failure
KW - RC beam
KW - Reversed cyclic loading
KW - Shear-resisting system
UR - http://www.scopus.com/inward/record.url?scp=85096838882&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85096838882
T3 - American Concrete Institute, ACI Special Publication
SP - 1
EP - 14
BT - Finite Element Analysis of Reinforced Concrete Structures 2003
PB - American Concrete Institute
T2 - Finite Element Analysis of Reinforced Concrete Structures 2003
Y2 - 1 November 2003
ER -