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The results show that the detected CT signals rise with the increasing rebar size.
Confinement or reduction of rebar size can increase the effect of enamel coating on the bond strength by 2 4%.
These concerns were heightened by the absence of any documents pertaining to the bridge design, such as rebar size, steel type, concrete strength, and design loads.
A total of 24 beam splice beam specimens were tested under 4-point loading with four parameters investigated: rebar size, lap splice length, coating and confinement conditions.
The test parameters considered in the current research are the exposure condition, concrete compressive strength, rebar type, rebar size, rebar location, repairing techniques, and repairing materials.
The results show that the mass loss of rebars depends on several factors, such as the surface chloride concentration, cover thickness to rebar and concrete permeability, rebar size and ratio of the concrete cover thickness to the rebar diameter (c/db ratio).
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The detailing requirements for special moment frames designed for seismic effects such as the width of the RC elements in relation to the rebar sizes, or the width of the RC elements in comparison to the stirrup spacing, were not fulfilled by the case study structure.
In this study, the finite element method (FEM) is employed to assess the effects of specimen geometry, specimen size, rebar presence, cover depth, multi-layered resistivity, and the combined effects of these factors.
Based on the results of 788 tensile tests of A706 grade 80 rebar encompassing bar sizes No. 4 No.
In this paper, twenty-one 50.8 cm long, 7.52 cm wide, and 15.24 cm deep steel reinforced concrete (RC) short beams were prepared using 40 MPa concrete and Grade 60 rebar in various sizes.
Table 1 shows the size and rebar placement for the columns and the connection beams in the first story of the analysis model structure.
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