Experimental and numerical study on the flexural capacity of fiber mesh fabric-reinforced RC slabs. [PDF]
Guo C +7 more
europepmc +1 more source
Seismic performance of RC building with FRP reinforced concrete
Alok Kumar, Goutam Ghosh
openaire +1 more source
Effective axial strength of laterally strengthened RC pier heads with post‐tensioning method
Abstract This study investigates the structural performance enhancement of reinforced concrete (RC) pier heads laterally strengthened with unbonded post‐tensioning (PT) to accommodate increased design loads following a deck replacement of an existing railway bridge.
Yujae Seo +3 more
wiley +1 more source
Efficiency of anchorage systems for RC beams strengthened in flexure using basalt fiber reinforced polymers. [PDF]
Aziz J +3 more
europepmc +1 more source
Abstract Reinforced concrete (RC) dapped‐end connections feature a sharp re‐entrant corner subjected to high stress concentrations, leading to wide cracks under service loads and potential durability issues such as reinforcement corrosion. Effective crack control is therefore essential in the design of new dapped‐end connections. Steel fiber reinforced
Karin Yu +3 more
wiley +1 more source
Integrated NSM and GFRP-reinforced ECC/UHPC techniques for strengthening deficient RC columns. [PDF]
Elsamak G +5 more
europepmc +1 more source
Abstract In this study, the structural behavior of small square steel tube‐reinforced self‐compacting concrete (SSTR‐SCC) columns is investigated under symmetric and asymmetric biaxial eccentric loads. Twelve specimens were cast and tested under biaxial eccentric loads.
Muhammad Naveed +2 more
wiley +1 more source
Flexural behaviour of RC shear wall using enhanced finite element model. [PDF]
Nasr O, Moustafa A, Ghallab AH.
europepmc +1 more source
Experimental and numerical investigation on the flexural response of GFRP‐reinforced SFRC beams
Abstract In order to address the challenges related to the deformability and ductility of concrete beams reinforced with fiber reinforced polymer (FRP) bars, an alternative solution involving steel fiber reinforced concrete (SFRC) has been proposed. In the present study, a total of seven beams—including one steel‐reinforced reference beam and six glass
İsmet Vapur +2 more
wiley +1 more source
Numerical Modeling of RC Beams Strengthened with Non-Pretensioned and Pretensioned NSM CFRP Strips. [PDF]
Seręga S, Kotynia R.
europepmc +1 more source

