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In order to find ZSTs in actual PCC pavements, accurate evaluations of early-age concrete stress developments were essential.
The equivalent rectangular concrete stress block is widely adopted in flexural strength design of normal-strength reinforced concrete members.
The equivalent rectangular concrete stress block has commonly been adopted for the flexural strength design of reinforced concrete (RC) members for decades.
The equivalent concrete stress block parameters of circular TRC members are theoretically studied and the modified values are purposely suggested for the calculation of capacity interaction diagram.
In this paper, a review on the previous test results on NSC columns is presented and a strain-gradient dependent equivalent rectangular concrete stress block is developed.
In this stress block, the equivalent concrete stress is expressed as αf′c (f′c is the uni-axial concrete cylinder strength).
Similar(28)
By analyzing concrete stress-strain curve and experimental data, the energy analysis and the concept of concrete failure energy density be introduced in the process of concrete failure.
A wind tunnel study was conducted to examine the aerodynamic stability of concrete stress-ribbon pedestrian bridges with special reference to the Jomon Bridge.
Finally, a new concrete stress-strain model is proposed that leads to more accurate and more consistent prediction of the P-M interaction strength of rectangular CFT columns under general design conditions.
The shear forces were analyzed and an analytical formulation was derived to account for the effects in the concrete stress-strain relationship, the moment-curvature diagram and the plastic hinge length.
Furthermore, compressing the fresh concrete increases the amount of energy absorption and the linear stage of the concrete stress-strain curve, although the energy absorbed by the compressed concrete is lower compared to that of the uncompressed concrete with the same strength.
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