Table 1 Maximum response limits for reinforced concrete (ASCE/SEI 2011).
For reinforced polymer matrix composites, failure tends to occur in the matrix or matrix-reinforcement interface.
For reinforced concrete slab bridges, the slab is typically designed as a rectangle beam with a unit width.
For reinforced geocell walls the upper bound coefficient would be 0.3 times PGA.
For reinforced concrete bridges subjected to environmental attack, time-variant reliability methods have to be used.
For reinforced concrete structures, the most commonly used thermal sprayed anodes are pure zinc and a proprietary aluminum zinc indium alloy (Al Zn–In).
For reinforced concrete beams with small shear span-to-depth ratio, ACI 318-14 recommends to employ strut-and-tie model.
(C, D ) Variance and (E, F ) variability, measured as the Fano factor, for reinforced and non-reinforced sequences.
Corrosion of steel reinforcement is one of the major durability problems for reinforced concrete structures.
In the plain concrete, aggregate interlock isthe major shear transfer mechanism, and for reinforced concrete, dowelaction is the major shear transfer mechanism, with reinforcement ratio beingthe critical variable.
Reinforcement corrosion is singled out in various studies as being mainly responsible for reinforced concrete degradation.
