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Traditional steel ties reinforcement cannot provide superior confinement for reinforced concrete (RC) columns due to the constraints on tie spacing and disturbance of concrete continuity This paper presents a practical confinement configuration consisting of single Expanded Metal Mesh (EMM) layer in additional to regular tie reinforcement The
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The Strut-and-Tie model approach evolves as one of the most useful design methods for shear critical structures and for other disturbed regionsin concrete structures The model provides a rational approachby representing a complex structural member with an appropriate simplified truss models There is no single unique STM for most design
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• Adequate ties bolts or bracing to prevent movement or bulging Because wood is relatively soft it will crush under heavy loads such as concrete when the bearing surface of joists on stringers or studs on wales is not adequate Crushing can be avoided by increasing the bearing area between members using spreader washers
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Aug 07 2010 The desired concrete crushing failures shown in Figs 124 and 125 can only be achieved if IC CDC and PE debonding can be prevented from occurring before the design load to cause concrete crushing However this may not always be possible in which case it may be necessary to design for either IC or CDC debonding to occur at the design load so that concrete crushing
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In all three models a brittle collapse was observed due to concrete crushing in the inferior nodal zones concrete splitting and the yielding of the ties Despite the small increment in the ultimate load caused by the concrete compressive strength increase the influence of high tensile stresses through the struts and the nodal zones was determinant to the pile cap's collapse
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The Strut-and-Tie model approach evolves as one of the most useful design methods for shear critical structures and for other disturbed regionsin concrete structures The model provides a rational approachby representing a complex structural member with an appropriate simplified truss models There is no single unique STM for most design
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Aug 07 2010 The desired concrete crushing failures shown in Figs 124 and 125 can only be achieved if IC CDC and PE debonding can be prevented from occurring before the design load to cause concrete crushing However this may not always be possible in which case it may be necessary to design for either IC or CDC debonding to occur at the design load so that concrete crushing
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