Chapter
May 14, 2014
Reliability Assessment of Bolting Systems for Steel Frames Connected to Reinforced Concrete Structures
Authors: Hasan Kamal [email protected], Jafarali Parol [email protected], Thamer Al-Yaqoub, Zafer Sakka, and Ahmad YousifAuthor Affiliations
Publication: Sustainable Development of Critical Infrastructure
Abstract
An important issue in structural engineering is improving performance and safety by retrofitting/strengthening or repairing of existing reinforced concrete structures. Attaching a steel bracing system is one of the common solutions for retrofitting or repairing of damaged structures. An efficient load transfer between existing structural members and an attached retrofit system is significant to such repairs. For steel bracing systems, the load transfer between the steel system and existing concrete structures are achieved through proper anchorage between them. A typical steel-to-concrete connection includes a steel attachment - consisting of a baseplate welded to the attached member - and the anchors that actually connect the steel to concrete as bolting system. In the present paper, the reliability method is used to assess the safety of the steel bolting system that is used to connect steel frame systems to existing reinforced concrete columns. Herein, the steel frame systems are used to retrofit/strengthen existing reinforced concrete corbel beams as a structural support system. The effect of applied loadings, bolts geometry, bolts spacing variation and concrete quality on the concrete breakout strength are examined for the current problem. Reliability is assessed by estimating the failure probability of the single bolt failure and system bolt failure. The results are used to determine the parameters affecting safety of the connection system and to improve the performance and the technique of strengthening/repairing of the steel supporting frame systems.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Published online: May 14, 2014
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Concrete
- Concrete frames
- Concrete structures
- Design (by type)
- Engineering fundamentals
- Engineering materials (by type)
- Frames
- Materials engineering
- Reinforced concrete
- Steel frames
- Steel structures
- Structural design
- Structural engineering
- Structural members
- Structural reliability
- Structural systems
- Structure reinforcement
- Structures (by type)
Authors
Affiliations
Infrastructure Risk and Reliability Program, Energy and Building Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885 Safat, 13109 Kuwait. E-mail: [email protected]
Infrastructure Risk and Reliability Program, Energy and Building Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885 Safat, 13109 Kuwait. E-mail: [email protected]
Thamer Al-Yaqoub
Infrastructure Risk and Reliability Program, Energy and Building Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885 Safat, 13109 Kuwait
Zafer Sakka
Infrastructure Risk and Reliability Program, Energy and Building Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885 Safat, 13109 Kuwait
Ahmad Yousif
Infrastructure Risk and Reliability Program, Energy and Building Research Center, Kuwait Institute for Scientific Research, P.O. Box 24885 Safat, 13109 Kuwait
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.
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.