Sentence examples for rebar in terms of from inspiring English sources

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The bond stress is the difference between the concrete and rebar in terms of tensile deformation such that the bond stress can be written as Eq. (1): Open image in new window Fig. 11 Distribution of bond stress.

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The paper presents a methodology to assess the dangerousness of the event of bushfire on bridge decks reinforced with GFRP rebars in terms of reduction of their efficiency.

The aim of the study is to identify degradation processes and to show how accelerated ageing regimens can be used to differentiate between different GFRP rebar products in terms of durability.

A time-dependent correlation between rebar corrosion level in terms of mass loss and its bond strength degradation at the steel concrete interface, and the ultimate flexural and shear resistances of the reinforced concrete elements is evaluated using basic electrochemistry and empirical relationships.

In order to determine the load-bearing capacity of a reinforced concrete member, the bond behavior between the concrete and rebar plays an important role in terms of design (Almusallam et al. 1996; Yoon et al. 2000).

Specimen BC-A, which was reinforced with various reinforcements including flexural, diagonal and shear rebars, showed the best performance in terms of failure shape, maximum deflection, support rotation, and relocation of plastic hinge zone.

In particular, in this paper, a numerical approach for simulating the pipe impact against a reinforced concrete column is provided in order to evaluate a correct design of the column in terms of steel rebar and column dimension.

These studies present interesting results in terms of locations of rebar and an accurate estimate of concrete cover condition as well as reporting on a remarkable similarity in the processed data concerning areas affected by ingress of moisture within the deck structures of the two bridges under investigation.

Regarding bond of rebars to concrete, fibers provide passive confinement and improve bond capacity in terms of bond strength and, more importantly, toughness.

Consequently, the effectiveness of concrete contribution to shear capacity in terms of aggregate interlock and dowel action of the longitudinal rebars is lower for FRP-RC members respect to steel.

Included in the study are effectiveness in terms of width and spacing of inclined GFRP strips, spacing of internal steel stirrups, and longitudinal steel rebar section on shear capacity of the RC beam.

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