Serviceability of Concrete Elements with High-Strength Steel Reinforcement
As the industry advances toward a general use of high-strength steel reinforcement (HSSR) with yield strength greater than 80 ksi (550 MPa), it is necessary to implement simple constraints and let designers decide when and if HSSR may benefit their projects. This study investigates the reliability of provisions for service-level deflection and bar spacing in ACI 318-19 in relation to the use of HSSR.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/4163061
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Supplemental Notes:
- Abstract reprinted with permission from the American Concrete Institute.
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Authors:
- Lund, Alana
- Puranam, Aishwarya Y
- Whelchel, Ryan T
- Pujol, Santiago
- Publication Date: 2020-9
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 37-46
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Serial:
- Concrete International
- Volume: 42
- Issue Number: 9
- Publisher: American Concrete Institute (ACI)
- ISSN: 0162-4075
Subject/Index Terms
- TRT Terms: Concrete structures; High strength materials; Material reinforcement; Yield strength
- Subject Areas: Construction; Highways; Materials;
Filing Info
- Accession Number: 01782569
- Record Type: Publication
- Files: TRIS
- Created Date: Sep 22 2021 12:04PM