Evaluation of Shear Performance of Integrated GFRP Stirrup Systems in Reinforced Concrete Beams. [PDF]
Kartal S +5 more
europepmc +1 more source
Advanced hybrid nanocomposites for infrastructure renewal: enhanced shear and flexural performance in load-bearing applications. [PDF]
Thiru S +7 more
europepmc +1 more source
Performance evaluation of strengthened concrete beams: flexural and shear enhancement using chopped strand and woven roving mats. [PDF]
Govindarajan S +4 more
europepmc +1 more source
Shear Strengthening and Shear Repair of 2-Span Continuous RC Beams with CFRP Strips [PDF]
AbstractAn experimental investigation on initially strengthened and repaired 2-span continuous RC beams with carbon fiber–reinforced polymer (CFRP) strips was conducted.
Abdul Samad, Abdul Aziz +5 more
core +3 more sources
Related searches:
Flexural shear behavior of FRHSC beams with fibers only in shear span
Materials Today: Proceedings, 2022Abstract As per Code of Indian Standards, a concrete having a compressive strength greater than or equal to 65 N/mm2 is referred to as a high strength concrete. High strength concrete has many favorable properties, but it is a brittle material and has a low rate of increase of tensile strength due to which it is not of great use in earthquake-prone ...
Parvathy Jayakumar, Dhanya Sathyan
openaire +1 more source
CFRP Repair of RC Beams with Shear-Span and Full-Span Corrosions
Journal of Composites for Construction, 2010This paper presents experimental and analytical results of a study conducted to investigate the use of carbon fiber-reinforced polymer (CFRP) laminates to rehabilitate shear-span and full-span corrosion-damaged RC beams. Fifteen RC beams were fabricated and were divided into three groups: control, shear-span, and full-span corrosions.
Moataz Badawi, Khaled Soudki
openaire +1 more source
Critical shear span ratio of bend and shear cracking of masonry wall
2011 International Conference on Multimedia Technology, 2011Critical shear span ratio of bend and shear cracking of brick wall is studied in order to determine and control configuration of bend and shear failure of masonry bearing walls subjected to horizontal action. The concept of critical shear span ratio between bend and shear cracking is set forth firstly, and the analysis principle of critical shear span ...
null Wenfang Zhang, null Feipeng Wang
openaire +1 more source
Shear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip
Shear span-to-effective depth ratio (av/d) is known to affect the shear behavior of RC members. However, this effect has not been appropriately addressed in existing design guidelines for the fiber-reinforced polymer (FRP) strengthening of RC structures.
Weiwen Li, Christopher K. Y. Leung
exaly +2 more sources

