Experimental Study on the Shear Properties of Concrete Column Repaired by CFRP: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Experimental Study on the Shear Properties of Concrete Column Repaired by CFRP

Cui, Xi Guang / Wang, Zhi Wei / Ma, Nan / Yu, Zhong Long

In this paper, shear study was carried out on four reinforced concrete columns in which two columns were reinforced by CFRP (carbon fiber reinforced plastics). The three main factors: shear span ratio, ratio of longitudinal reinforcement, CFRP paste quantity (layer numbers) were analysied since they affect the reinforced effect of CFRP. Through the experiment and simulation, the results indicate that the shear strength of CFRP strengthened concrete columns is obvious, which shows good agreement with experimental and simulation data.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Experimental Study on the Shear Properties of Concrete Column Repaired by CFRP

Cui, Xi Guang / Wang, Zhi Wei / Ma, Nan / Yu, Zhong Long

In this paper, shear study was carried out on four reinforced concrete columns in which two columns were reinforced by CFRP (carbon fiber reinforced plastics). The three main factors: shear span ratio, ratio of longitudinal reinforcement, CFRP paste quantity (layer numbers) were analysied since they affect the reinforced effect of CFRP. Through the experiment and simulation, the results indicate that the shear strength of CFRP strengthened concrete columns is obvious, which shows good agreement with experimental and simulation data.

Experimental Study on the Shear Properties of Concrete Column Repaired by CFRP

Cui, Xi Guang / Wang, Zhi Wei / Ma, Nan / Yu, Zhong Long

In this paper, shear study was carried out on four reinforced concrete columns in which two columns were reinforced by CFRP (carbon fiber reinforced plastics). The three main factors: shear span ratio, ratio of longitudinal reinforcement, CFRP paste quantity (layer numbers) were analysied since they affect the reinforced effect of CFRP. Through the experiment and simulation, the results indicate that the shear strength of CFRP strengthened concrete columns is obvious, which shows good agreement with experimental and simulation data.

Zugriff

Zugriff prüfen

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Experimental Study on the Shear Properties of Concrete Column Repaired by CFRP

Beteiligte:

Cui, Xi Guang / Wang, Zhi Wei / Ma, Nan / Yu, Zhong Long

Erschienen in:

Applied Mechanics and Materials ; 166-169 ; 1598-1602

Erscheinungsdatum:

14.05.2012

Format / Umfang:

5 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1598

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Carbon Fiber Reinforced Polymer/Plastic (CFRP) , Structure Reinforcement , Shear Bearing Capacity , Finite Element Analysis (FEA)

Ähnliche Titel

Experimental Study on the Shear Properties of Concrete Column Repaired by CFRP

Cui, X.G. / Wang, Z.W. / Ma, N. et al. | British Library Conference Proceedings | 2012

Experimental Study on the Shear Properties of Concrete Column Repaired by CFRP

Cui, Xi-Guang / Wang, Zhi-Wei / Ma, Nan et al. | Tema Archiv | 2012

Numerical Simulation of CFRP-Repaired Reinforced Concrete molumns

R He / H.L Sneed | NTIS | 2014

Behaviour of corroded shear-critical reinforced concrete beams repaired with NSM CFRP rods

Almassri, Belal / Kreit, Amjad / Al Mahmoud, Firas et al. | Tema Archiv | 2015

Numerical Modeling of CFRP-Repaired Beam Failed in Shear

Yurdakul, Özgür / Tunaboyu, Onur / Routil, Ladislav et al. | Springer Verlag | 2023