No A360 sign-in required to use this plug-in. Just install and go. 1.3.0 New features in this release: Bar list export to Excel (CSV file). Options > Units > Use imperial bar sizes #2, #3...#11, #14, #18. Options > Units > Display imperial format 0'-0⅛". Options > Un...
This chapter compiled tabulated ultimate axial resistance, as well as axial and bending moment resistances (about major axis) under balanced failure for commonly used rectangular columns reinforced by up to 16 numbers of 25-mm-diameter rebar in all possible configurations. The column sizes ranged ...
Are available to groups and assemblies Are exportable to various formats Propagate across rebar in sets Assignable to a host partition with unique coupler numbers Can be viewed unobscured in a host. However, couplers are always viewed as solids in 3D views Can be tagged. Parent...
[11] studied the performance of various sizes of rebars tested under different temperatures. Rebars tested at higher temperature (> 200 °C) showed no well-defined yield plateau and failed in a brittle manner. A polynomial model was proposed for predicting the stress-strain curve at higher ...
This chapter compiled tabulated ultimate axial resistance, as well as axial and bending moment resistances (about major axis) under balanced failure for commonly used rectangular columns reinforced by up to 16 numbers of 20-mm-diameter rebar in all possible configurations. The column sizes ranged ...
Quantitative detection of corroded reinforced concrete of different sizes based on SMFL. KSCE J. Civ. Eng. 2022, 26, 143–154. [Google Scholar] [CrossRef] Qiu, J.; Zhou, J.; Zhao, S. Statistical quantitative evaluation of bending strength of corroded RC beams via SMFL technique. Eng. ...
Table 6.Numbers of LPRS for Beam Members and Differentials by Cases. 3.2.4. Slabs The slab is arranged in both the short-side and the long-side directions (X- andY-axis respectively). In addition, depending on the location of the beam, the deformation increases as the distance from the...
First, a small groove is cut along the longitudinal ridge of a steel rebar, and then a DFOS is embedded in the groove with epoxy resin. In the meantime, one V-shaped cut with five different depths is made in the middle of the steel rebar to simulate different sizes of pitting corrosion...
In terms of crack detection application, these experiments show inefficient abilities since it is only able to determine the position of 3 mm and 4 mm gaps, while the small cracks whose sizes of 1 mm and 2 mm do not appear in these figures. Even though the theoretical horizontal resolution...
The K1 beam (2#7) had approximately 20% lower load-bearing capacity than the calculated limit values. Considering the expected failure mode, this result shows that the rebar did not achieve assumed tensile strength. The K2 and K3 beams, with higher numbers of reinforcing bars, also did not...