Experimental Study for Class B Lap Splice of 600 MPa (87 ksi) Reinforcing Bars
An experimental study was performed to evaluate the applicability of ACI 318 to the Class B splice of 600 MPa (87 ksi) reinforcing bars. Twelve simply supported beams and slabs with reinforcing bar splices were tested under monotonic loading. The test parameters were the reinforcing bar diameter, concrete cover thickness, concrete strength, and stirrup spacing. Concrete strengths ranged from 24.7 to 55.3 MPa (3582 to 8021 psi). Most of the specimens were designed to satisfy the Class B splice length specified by ACI 318. The average bar stresses resulting from this test were compared with the predictions by the ACI 318 provisions. The results showed that the reinforcing bar splices gave a satisfactory performance for all D13 (diameter = 13 mm [0.51 in.]) bar splices. For D22 and D32 bars, the use of either transverse reinforcement or thick concrete cover was recommended to develop the specified yield strength of 600 MPa (87 ksi). The test results were also compared with the predictions by the ACI 408R-03 and Eurocode 2 provisions.
- Record URL:
- Record URL:
-
Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/13846957
-
Supplemental Notes:
- Abstract reprinted with permission from the American Concrete Institute
-
Authors:
- Choi, Won-Seok
- Park, Hong-Gun
- Chung, Lan
- Kim, Jin-Keun
- Publication Date: 2014-1
Language
- English
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 49-58
-
Serial:
- ACI Structural Journal
- Volume: 111
- Issue Number: 1
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-3241
- Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP
Subject/Index Terms
- TRT Terms: Beams; Concrete; Experiments; High strength steel; Reinforcing bars; Slabs; Strength of materials; Supporting
- Subject Areas: Bridges and other structures; Construction; Highways; Materials; I32: Concrete; I53: Construction of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01523009
- Record Type: Publication
- Files: TRIS
- Created Date: Apr 24 2014 11:45AM