Bending behavior of concrete-filled FRP wound tubular arches with internal FRP bars
Scientific ReportsConventional reinforced concrete arches are susceptible to corrosion in underground environments, leading to reduced durability. This study proposes concrete-filled FRP (Fiber-reinforced polymer) wound tubular arches with internal FRP bars to achieve ...
Benben Li +4 more
doaj +1 more source
Flexural behavior of R.C. columns externally wrapped with FRP sheets
, 2012 In the present paper the compressive and flexural behavior of R.C. columns externally wrapped with FRP layers is examined. The investigation refers to a short compressed R.C.
MIRAGLIA, Nunzio +3 more
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Tests on FRP-strengthened timber joints [PDF]
, 2006 Surprisingly little research has been conducted on the strengthening of timber with fibre reinforced polymer (FRP) composites as opposed to the much more widely researched strengthening of concrete and to a lesser extent metall ic structures. As with all
Smith, ST +3 more
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Software development for retrofitting columns with FRP composites: A case study
GrađevinarThis manuscript delineates an extensive inquiry into a structure in Ankara, Turkey, specifically focusing on its existing state, retrofitting initiative, and concomitant software development.
Onder Peker, Mehmet Fatih Altan
doaj +1 more source
Prestressed FRP Tubular Deck System
, 2003 An experimental and analytical study was undertaken to assess the behavior of a new FRP deck system. The deck consists of a series of pultruted FRP tubes, laid side by side on existing stringers, perpendicular to the direction of traffic.
Wu, Zhenhua
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Effectiveness of FRP stirrups in concrete beams subject to shear
, 2014 It can be shown theoretically that two key parameters that govern the shear strength of FRP reinforced concrete structures are the angle of inclination of the diagonal struts, θ, and the strength of the FRP stirrups, fv.
Ascione L., Razaqpur A. G., Spadea S.
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Debonding Load and Effective Length in Concrete Elements Strengthened with FRP EBR Systems
, 2012 This paper deals with the assessment of a design formulation to predict the end debonding load in Reinforced Concrete (RC) elements strengthened with Externally Bonded Reinforcement (EBR) made of FRP materials.
Pecce, Marisa +4 more
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Parametric Study on Seismic Performance of FRP-RC Exterior Beam-Column Joints. [PDF]
Polymers (Basel)Li J +5 more
europepmc +1 more source
Material-Efficient Selection of Externally Bonded Fiber-Reinforced Polymer Composites for RC Shear Strengthening Using a Literature-Based Database and Break-Even Criteria. [PDF]
Polymers (Basel)Ali NM, Farghaly A.
europepmc +1 more source
A unified solution for shear design of FRP reinforced concrete structures
, 2014 Due to the complexities of the shear carrying mechanism in RC members, most shear design methods are derived empirically and do not physically simulate the actual shear failure mechanism. Consequently these empirical approaches can only be applied within
Zhang, T., Griffith, M., Visintin, P.
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