Retrofitting of shear-damaged RC T-beams using U-shaped SHCC jacket
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DOI: 10.1016/j.engstruct.2021.112892
Abstract: Abstract Strengthening of Reinforced Concrete (RC) beams using Strain-Hardening Cementitious Composites (SHCC) material became a worldwide practice. Previous investigations showed significant improvement in the shear resistance of SHCC-strengthened (undamaged) beams. However, a little effort has… read more here.
Keywords: shaped shcc; shear damaged; retrofitting shear; shcc ... See more keywords
Study of the residual axial capacities of shear-damaged reinforced concrete columns: Part 1—development of an evaluation model
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DOI: 10.1177/1369433218787714
Abstract: This is the first of two companion papers addressing the residual axial capacities of shear-damaged reinforced concrete columns. To evaluate the residual axial capacity, this article presents an arch resistance model that is based on… read more here.
Keywords: shear damaged; axial capacities; model; residual axial ... See more keywords
Study of the residual axial capacities of shear-damaged reinforced concrete columns: Part 2—experimental verification of an evaluation model
Sign Up to like & getrecommendations! Published in 2019 at "Advances in Structural Engineering"
DOI: 10.1177/1369433218790770
Abstract: This article presents an experimental program to further verify the arch resistance model, which was proposed for evaluating the residual axial capacities of shear-damaged reinforced concrete columns in part 1 of the companion papers. Three… read more here.
Keywords: shear damaged; concrete core; axial capacities; model ... See more keywords