Research Article
Jan 1982
Cracks in Concrete Subject to Shear
Authors: Hans W. Reinhardt and Joost C. WalravenAuthor Affiliations
Publication: Journal of the Structural Division
Volume 108, Issue 1
Abstract
Shear tests on push-off specimens are carried out in order to study the strength and deformation behaviour of normal and lightweight concrete. Two types of specimen are used, one with embedded reinforcing bars and another with external restraint bars. In both series the experimental results show the dilatancy of cracked concrete under shear loading. The variables studied are the concrete quality, concrete composition, the reinforcement ratio, the bar diameter, the initial crack width and the influence of repeated loading. The concrete quality and the reinforcement ratio have the most pronounced influence on the behaviour. For the case of the external restraining force, diagrams are established to show the relation between shear stress, normal stress, crack width and shear displacement.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 108 • Issue 1 • January 1982
Pages: 207 - 224
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jan 1982
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Hans W. Reinhardt
Prof. of Concrete Structures, Stevin Lab., Delft Univ. of Technology, Delft, The Netherlands
Joost C. Walraven
Senior Research Engr., Stevin Lab., Delft Univ. of Technology, Delft, The Netherlands
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.