REFERENCES FOR ACI 408 DATABASE 10-2001

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REFERENCES FOR ACI 408 DATABASE 10
-
2001


Chinn, J.; Ferguson, P. M.; and Thompson, J. N, 1955, “Lapped Splices in Reinforced Concrete
Beams,” ACI Journal,
Proceedings

V. 52, No. 2, Oct., pp. 201
-
214.


Chamberlin, S. J., 1958, “Spacing of Spliced Bars in Be
ams,” ACI Journal,
Proceedings

V. 54,
No. 8, Feb., pp.689
-
698.


Chamberlin, S. J., 1956, “Spacing of Reinforcement in Beams,” ACI Journal,
Proceedings

V. 53,
No. 1, July, pp. 113
-
134.


Treece, R. A. and Jirsa, J. O., 1989, “Bond Strength of Epoxy
-
Coated Re
inforcing Bars,”
ACI
Materials Journal
, V. 86, No. 2, Mar.
-
Apr., pp. 167
-
174.


Ferguson, P. M. and Breen, J. E., 1965, “Lapped Splices for High Strength Reinforcing Bars,”
ACI Journal
, Proceedings

V. 62, No. 9, Sep., pp. 1063
-
1078.


Ferguson, P. M. and Br
iceno, A., 1969, “Tensile Lap Splices
-
Part 1: Retaining Wall Type,
Varying Moment Zone,”
Research Report

No. 113
-
2, Center for Highway Research, The
University of Texas at Austin, July.


Ferguson, P. M., and Krishnaswamy, C. N., 1971, “Tensile Lap Splices
-
Part 2: Design
Recommendation for Retaining Wall Splices and Large Bar Splices,”
Research Report

No. 113
-
2, Center for Highway Research, The University of Texas at Austin, Apr., 60 pp.


Thompson, M. A.; Jirsa, J. O.; Breen, J. E.; and Meinheit, D. F., 1975
, “The Behavior of
Multiple Lap Splices in Wide Sections,”
Research Report

No. 154
-
1, Center for Highway
Research, The University of Texas at Austin, Feb., 75 pp.


Ferguson, P. M. and Thompson, J. N., 1962, “Development Length of High Strength Reinforcing
Bars in Bond,” ACI Journal,
Proceedings

V. 59, No. 7, July, pp. 887
-
922.


Ferguson, P. M. and Thompson, J. N., 1965, “Development Length of High Strength Reinforcing
Bars,” ACI Journal,
Proceedings

V. 62, No. 1, Jan., pp. 71
-
94.


Mathey, R. and Watstein, D
., 1961, “Investigation of Bond in Beam and Pull
-
Out Specimens
with High
-
Yield
-
Strength Deformed Bars,” ACI Journal,
Proceedings

V. 32, No. 9, Mar., pp.
1071
-
1090.


Hester, C. J.; Salamizavaregh, S.; Darwin, D.; and McCabe, S. L., 1991, “Bond of Epoxy
-
Coat
ed
Reinforcement to Concrete: Splices,”
SL Report
91
-

1, University of Kansas Center for Research,
Lawrence, Kansas, May, 66 pp.


Hester, C. J.; Salamizavaregh, S.; Darwin, D.; and McCabe, S. L., 1993, “Bond of Epoxy
-
Coated
Reinforcement: Splices,”
ACI Str
uctural Journal
, V. 90, No. 1, Jan.
-
Feb., pp. 89
-
102.


Choi, O. C.; Hadje
-
Ghaffari, H.; Darwin, D.; and McCabe S. L., 1990, “Bond of Epoxy
-
Coated
Reinforcement to Concrete: Bar Parameters,”
SM Report
No. 25, University of Kansas Center for
Research, Lawren
ce, Kansas, July, 217 pp.


Choi, O. C.; Hadje
-
Ghaffari, H.; Darwin, D.; and McCabe S. L., 1991, “Bond of Epoxy
-
Coated
Reinforcement: Bar Parameters,”
ACI Materials Journal,
V. 88, No. 2, Mar.
-
Apr., pp. 207
-
217.


Hamad, B. S. and Jirsa, J. O., 1990, “Influe
nce of Epoxy Coating on Stress Transfer from Steel to
Concrete,”
Proceedings
, First Materials Engineering Congress, ASCE, New York, V. 2, pp. 125
-
134.


Rezansoff, T.; Konkankar, U. S.; and Fu, Y. C., 1991, “Confinement Limits for Tension Lap
Splices under
Static Loading”,
Report
No. S7N 0W0, University of Saskatchewan, Aug.


Zekany, A. J.; Neumann, S.; and Jirsa, J. O., 1981, “The Influence of Shear on Lapped Splices in
Reinforced Concrete,”
Report
No. 242
-
2, Center for Transportation Research, Bureau of
En
gineering Research, University of Texas at Austin, July, 88 pp.


DeVries, R. A.; Moehle, J. P.; and Hester, W., 1991, “Lap Splice of Plain and Epoxy
-
Coated
Reinforcements: An Experimental Study Considering Concrete Strength, Casting Position, and
Anti
-
Blee
ding Additives,”
Report

No. UCB/SEMM
-
91/02 Structural Engineering Mechanics and
Materials, University of California, Berkeley, California, Jan., 86 pp.


Rezansoff, T.; Akanni, A; and Sparling, B., 1993, “Tensile Lap Splices under Static Loading: A
Review o
f The Proposed ACI 318 Code Provisions,”
ACI Structural Journal
, V. 90, No. 4, July
-
Aug., pp. 374
-
384.


Azizinamini, A; Stark, M.; Roller, J. J.; and Ghosh, S. K., 1993, “Bond Performance of
Reinforcing Bars Embedded in High
-
Strength Concrete,”
ACI Structu
ral Journal
, V. 95, No. 5,
Sep.
-
Oct., pp. 554
-
561.


Azizinamini, A; Chisala, M.; and Ghosh, S. K., 1995, “Tension Development Length of
Reinforcing Bars Embedded in High
-
Strength Concrete,”
Engineering Structures
, V. 17, No. 7,
pp. 512
-
522.


Hasan, H. O.;
Cleary, D. B.; and Ramirez, J. A., 1996, “Performance of Concrete Bridge Decks
and Slabs reinforced with Epoxy
-
Coated Steel under Repeated Loading,”
ACI Structural Journal
,
V. 93, No. 4, July
-
Aug, pp. 397
-
403.


Darwin, D.; Tholen, M. L.; Idun, E. K.; and Z
uo, J., 1996, “Splice Strength of High Relative Rib
Area Reinforcing Bars,”
ACI Structural Journal
, V. 93, No. 1, Jan.
-
Feb., pp. 95
-
107.


Zuo, J. and Darwin, D., 1998, “Bond Strength of High Relative Rib Area Reinforcing Bars,”
SM
Report

No. 46, University

of Kansas Center for Research, Lawrence, Kansas, 350 pp.


Zuo, J. and Darwin, D., 2000, “Bond Slip of High Relative Rib Area Bars under Cyclic
Loading,”
ACI Structural Journal
, Vol. 97, No. 2, Mar.
-
Apr., pp. 331
-
334.


Azizinamini, A.; Pavel, R.; Hatfield,

E.; and Ghosh, S. K., 1999, “Behavior of Spliced
Reinforcing Bars Embedded in High Strength Concrete,”
ACI Structural Journal
, V. 96, No. 5,
Sep.
-
Oct., pp. 826
-
835.


Kadoriku, J., 1994, “Study on Behavior of Lap Splices in High
-
Strength Reinforced Concre
te
Members,” Doctorate Thesis, Kobe University, March, Japan, 201 pp.


Hamad, B. S. and Itani, M. S., 1998, “Bond Strength of Reinforcement in High
-
Performance
Concrete: The Role of Silica Fume, Casing Position, and Superplasticizer Dosage,”
ACI
Materials
Journal
, V. 95, No, 5, Sep.
-
Oct., pp. 499
-
511.