Flexural capacity model for RC beams strengthened with bolted side-plates incorporating both partial longitudinal and transverse interactions
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DOI: 10.1016/j.engstruct.2018.04.069
Abstract: Abstract Existing reinforced concrete (RC) beams with inadequate flexural capacity can be strengthened by bolting steel plates onto both sides of the face of beam. However, the effectiveness of these bolted side-plated (BSP) beams is… read more here.
Keywords: bolted side; capacity; flexural capacity; model ... See more keywords
The Use of Bolted Side Plates for Shear Strengthening of RC Beams: A Review
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DOI: 10.3390/su10124658
Abstract: Reinforced concrete (RC) beams may need to be strengthened because of material deterioration, structure aging, change of building function, defective design, and the decrease of structural reliability caused by accidental disasters such as earthquake and… read more here.
Keywords: bolted side; plates shear; use bolted; side plates ... See more keywords
Experimental Study on the Shear Performance of Reinforced Concrete Beams Strengthened with Bolted Side-Plating
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DOI: 10.3390/su11092465
Abstract: To investigate the residual shear capacity of post-fire bolted side-plated (BSP) reinforced concrete (RC) beams with different depths of steel plate and types of anchor adhesive, i.e., magnesium oxychloride cement (MOC) and HIT-RE500, a control… read more here.
Keywords: bsp beams; bsp; shear performance; shear capacity ... See more keywords