(redirected from Principal Tensile Stress)
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References in periodicals archive ?
Once the major principal tensile stress at a nodal point exceeded the boundary of the failure envelope, a discrete crack was inserted in the FEM followed by a node separation.
When the major principal tensile stress at node A exceeded the concrete tensile strength ([[beta].
If the major principal tensile stress in the concrete node of the link in the interface has reached the failure envelope, then the crack propagated to the next node (node G) is perpendicular to the interface.
Calculation results of principal tensile stress after bottom slab cracking
The principal tensile stress of the web near the cracked region of the bottom slab will increase and that may cause web cracking.
The shear failure of reinforced concrete members without stirrups initiates in the form of diagonal cracks, which later propagates through the beam web, when the principal tensile stress within the shear span exceeds the tensile strength of concrete.
The shear failure of RC members without stirrups initiate when the principal tensile stress within the shear span exceeds the tensile strength of concrete and a diagonal crack propagates through the beam web.
Comparison of the calculation results of principal tensile stress
The comparison of the calculation results of principal tensile stress between the left-deck and right-deck of the bridge is shown in Fig.
The principal tensile stress in webs and bottom slabs is significantly reduced by using mixed internal and external prestressed tendons.
The shear failure of RC members without stirrups initiates when the principal tensile stress within the shear span exceeds the tensile strength of concrete and a diagonal crack propagates thorough the beam web.
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