Experimental study on flexural behavior of T‐shaped reinforced concrete laminated beams with defects

Abstract

To study the influence of the defects on the flexural behavior of laminated T‐beams, full‐scale beam tests of three reinforced concrete laminated T‐beams with incomplete bonding and one non‐defective reinforced concrete laminated T‐beam were conducted under monotonic loading. The results showed that the failure modes and crack patterns of the defective beams were similar to those of beams without defects. However, horizontal cracks appeared in these defects. Although the peak loads of the four specimens were relatively close, the difference in the maximum deflection was distinct. The deflection span ratio of each specimen exceeded 1/17, and the displacement ductility ratio exceeded 15. The results indicate that internal defects have only a slight influence on the flexural capacity of laminated beams but significantly influence their ductility.

Experimental study and optimal design of UHPC T‐shaped beam

“…T-shaped beams exhibit numerous advantages and are widely employed in the construction of bridges and buildings. 1 However, T-shaped beams cast with conventional concrete exhibit limitations such as low tensile strength, high self-weight, and the susceptibility to reinforcement corrosion. 2,3 To overcome these challenges, the utilization of ultra high performance concrete (UHPC) has emerged as a promising solution.…”