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Subsequent load recovery in flexural load response of SFRC beams is due to hinge action associated with pullout of fibers.
External work done due to ultimate load and internal work done due to hinge rotation are presented as Equations 1 and 2, respectively.
External work done due to the ultimate load and internal work done due to hinge rotation are presented as Equations 1 and 2, respectively.
The internal work done due to hinge rotation is presented as W I H = 4 M p θ, Open image in new window (2).
The paper focuses on the development of design equations that can accurately predict the behavior of such stages especially the "lost motion" due to hinge stretching.
Boundary stresses are due to hinge contraction and to the resistance of extracellular matrix attachments to the cuticle.
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structural instability due to hinges formation and mechanism.
This criterion is used when instability happens in whole or a part of structure due to hinges formation and mechanism.
Exceeding member curvature from the final member curvature, Exceeding inter-story drift from a maximum amount (ID), Structural instability due to hinges formation and mechanism (SI), Exceeding the Park-Ang damage index from unit (DI), and.
The investigated criteria are expressed as follows: (a) Exceeding member curvature from the final member curvature, (b) Exceeding inter-story drift from a maximum amount (ID), (c) Structural instability due to hinges formation and mechanism (SI), (d) Exceeding the Park-Ang damage index from unit (DI), and (e) Exceeding stability index from a defined limit. .
According to pushover analysis, the strength-designed structure failed due mainly to failure of exterior columns, whereas in the capacity designed structures major strength drop occurred due to plastic hinge formation in beams.
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