Bond–Slip Model of Corroded Strand Considering Rotation Effect: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Bond–Slip Model of Corroded Strand Considering Rotation Effect

Wang, Lei

Corrosion leads to the cracking of concrete cover and degrades the bond strength of strand. This chapter theoretically analyzed the bond strength model of corroded strands by considering the rotation characteristics. First, an analytical model is developed to predict the bond strength of uncorroded strands by considering strand rotation. Then, the effect of corrosion-induced concrete cracking on the ultimate bond strength of corroded strand is analyzed theoretically. Finally, the theoretical model of bond strength of corroded strands is obtained.

Zugriff

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Bond–Slip Model of Corroded Strand Considering Rotation Effect

Wang, Lei

Corrosion leads to the cracking of concrete cover and degrades the bond strength of strand. This chapter theoretically analyzed the bond strength model of corroded strands by considering the rotation characteristics. First, an analytical model is developed to predict the bond strength of uncorroded strands by considering strand rotation. Then, the effect of corrosion-induced concrete cracking on the ultimate bond strength of corroded strand is analyzed theoretically. Finally, the theoretical model of bond strength of corroded strands is obtained.

Bond–Slip Model of Corroded Strand Considering Rotation Effect

Wang, Lei

Corrosion leads to the cracking of concrete cover and degrades the bond strength of strand. This chapter theoretically analyzed the bond strength model of corroded strands by considering the rotation characteristics. First, an analytical model is developed to predict the bond strength of uncorroded strands by considering strand rotation. Then, the effect of corrosion-induced concrete cracking on the ultimate bond strength of corroded strand is analyzed theoretically. Finally, the theoretical model of bond strength of corroded strands is obtained.

Zugriff

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Bond–Slip Model of Corroded Strand Considering Rotation Effect

Beteiligte:

Wang, Lei (Autor:in)

Erschienen in:

Strand Corrosion in Prestressed Concrete Structures ; Kapitel: 5 ; 105-137

Erscheinungsdatum:

24.08.2023

Format / Umfang:

33 pages

ISBN:

978-981-99-2054-9 , 978-981-99-2056-3

DOI:

https://doi.org/10.1007/978-981-99-2054-9_5

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Engineering , Civil Engineering , Building Construction and Design , Structural Materials

Lizenzbestimmungen:

http://creativecommons.org/licenses/by/4.0/

Ähnliche Titel

Model for Flexural Strength Calculation of Corroded RC Beams Considering Bond–Slip Behavior

Wang, Lei | Online Contents | 2016

Model for Flexural Strength Calculation of Corroded RC Beams Considering Bond–Slip Behavior

Liu, Yongming | Online Contents | 2016

Model for Flexural Strength Calculation of Corroded RC Beams Considering Bond–Slip Behavior

Zhang, Xuhui / Wang, Lei / Zhang, Jianren et al. | ASCE | 2016

Investigation of Corroded Bond-Slip Effects for Corroded RC Columns

Abtahi, Shaghayegh / Li, Yong | ASCE | 2023

Analytical model for the bond-slip behaviour of corroded ribbed reinforcement

Lundgren, Karin / Kettil, Per / Hanjari, Kamyab Zandi et al. | Taylor & Francis Verlag | 2012