Author/Authors
SAYIN, Barış İstanbul Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , MANİSALI, Ekrem İstanbul Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Turkey
Title Of Article
Parameters That Effect the Interfacial Stresses in Fibre Reinforced Plastic Laminates Strengthened Rc Beams
شماره ركورد
40558
Abstract
The use of externally bonded fiber-reinforced plastic (FRP) laminates for strengthening of reinforced concrete beams has become an effective method. This method has been used because of the advantages of FRP materials such as their high strength-to-weight ratio, good corrosion resistance, and versatility in coping with different sectional shapes and corners. Many studies on this theme have been carried out since the early 1900s. In this study, interfacial stresses of reinforced concrete beams strengthened with FRP effect the parameters will be studied as experimental and numerical. Adhesives used in the beams applied to FRP’s thickness, adhesive type and the state of the concrete surface, produced experimental samples are exposed to the bending effect will be studied as a comparative. Afterwards, by using the ANSYS^® WB finite element program to model and analyze RC beams by externally bonding FRP will be carried out. Adhesive thickness, adhesive type, the concrete surface will be performed by entering the parameters for analysis of stress can be obtained as a result. Thus, the analytical expressions of stress and normal stress equations will establish should be modified. Finite element analysis and experimental results will be compared, compatibility investigated, the results and recommendations presented by the study be completed.
From Page
63
NaturalLanguageKeyword
Fibre reinforced plastic (FRP) , RC beam , Composite material , Adhesive.
JournalTitle
Pamukkale University Journal Of Engineering Sciences
To Page
75
JournalTitle
Pamukkale University Journal Of Engineering Sciences
Link To Document