Results 11 to 20 of about 5,943,676 (268)
Results in Engineering, 2020 This paper presents a three-dimensional non-linear finite-element model developed to simulate the behaviour of reinforced-concrete (RC) beams strengthened in flexure with carbon fibre-reinforced polymers (CFRP).
Ahmed Godat +2 more
doaj +2 more sources
Effect of Bonding Layer on Guided Wave Mode Behavior in FRP Plate Bonded on Concrete
Journal of the Korean Society for Nondestructive Testing, 2012 In this study, effects of bonding agent, e.g. epoxy, on the behavior of fundamental guided wave modes propagated in FRP plate bonded on a concrete, are investigated. Global matrix model of multilayered FRP-epoxy-concrete system was constructed to obtain the velocity and attenuation dispersion curves of the fundamental A0 and S0 modes.
Yong-Ju Lee, Sung-Woo Shin
exaly +3 more sources
Deflection behaviour of FRP reinforced concrete flexural members [PDF]
, 2006 The design of fibre reinforced polymer (FRP) reinforced concrete (RC) can often be governed by the serviceability limit state of deflection. Currently, the evaluation of short-term deflection of FRP RC is undertaken using radically different approaches ...
Al-Sunna, Raed Akram Saliba
core +6 more sources
Fracture analysis of debonding mechanism for FRP plates [PDF]
, 2009 Inevitable flaws in the concrete-FRP interface govern plate debonding, and are not amenable to finite element analysis because the models require far more detail than will ever be available for the interface. This thesis describes a global-energy-balance
Achintha, Paththini Marakkala Mithila
core +3 more sources
NUMERICAL INVESTIGATION OF THE PERFORMANCE OF INSULATED FRP-STRENGTHENED REINFORCED CONCRETE BEAMS IN FIRE [PDF]
Civil Engineering Journal, 2018 Fiber reinforced polymers (FRP) have been widely used in retrofitting and strengthening of deteriorated or deficient reinforced concrete (RC) elements. A major concern about those systems is their performance under elevated temperature which limits the ...
Osama El-Mahdy +2 more
doaj +1 more source
Improvement of capacity in bending by the use of FRP layers on RC beams [PDF]
Journal of Civil Engineering and Management, 2005 Carbonâ€filled plastic bands are more extensively used for strengthening the permanently exploited curved elements. As a result, the bending rigidity of the element is increased and the crack formation process is changed. Investigation of these problems is carried out basing on the model of laminated material, in which the mechanical properties of ...
Bulavs, Felikss +2 more
openaire +2 more sources
Adhesive Layer Modeling in Concrete Beam Strengthened with FRP in an EFG Framework
Periodica Polytechnica Civil Engineering, 2022 The main challenging issue in concrete beam strengthening with FRP plates is the insurance of their joint performance. As been reported, the external load is mainly the primary reason for plate separation. The applied force corresponding to the moment of failure is called the debonding load. This load is of great importance.
Mojtaba Haghgoo, Arash Bahar
openaire +1 more source
ARO-The Scientific Journal of Koya University, 2016 The reinforced concrete with fiber reinforced polymer (FRP) bars (carbon, aramid, basalt and glass) is used in places where a high ratio of strength to weight is required and corrosion is not acceptable. Behavior of structural members using (FRP) bars is
Bahman O. Taha +2 more
doaj +1 more source
Predicting the Torsional Strength of Reinforced Concrete Beams Strengthened with FRP Sheets in terms of Artificial Neural Networks [PDF]
Journal of Structural and Construction Engineering, 2018 Reinforced concrete (RC) structural elements such as peripheral beams, beams supporting the canopy, ring beams of circular slabs are common members which could encounter torsional moments.
Hosein Naderpour, Pouyan Fakharian
doaj +1 more source
Antioxidant, antityrosinase and antitumor activity comparison: the potential utilization of fibrous root part of Bletilla striata (Thunb.) Reichb.f. [PDF]
PLoS ONE, 2013 This study was carried out to evaluate the utilization probability of the fibrous root part (FRP) of Bletilla striata, which was usually discarded and harvesting pseudobulb part (PSP).
Fusheng Jiang +7 more
doaj +1 more source