1 |
Eligehausen, R., Popov, E. P, and Bertero, V. V., 'Local Bond Stress-slip Relationships of Deformed Bars under Generalized Excitations,' Earthquake Engineering Re-search Center, Report No. UCB/EERC-83/23, UniversityofCaliformia, Berke1ey, 1983, 169pp
|
2 |
Darwin, D. and Graham, E. K., 'Effect of DeformationHeight and Spacing on Bond Strength of Reinforcing Bars,' ACI Structural Journal, Vol.90, No.6, 1993, pp.646-657
|
3 |
Rehm, G., 1957, 'The fundamental Law of Bond,' RILEM-Symposium on Bond and Crack Formation in Reinforced Concrete, Vol.II, Stockholm, 491pp
|
4 |
Lutz, L. A. and Gergely, P., 1967, 'Mechanics of Bondand Slip of Deformed Bars in Concrete,' ACI Journal, Proceedings, Vol.64, No.11, pp.711-721
|
5 |
Tholen, M. L. and Darwin, D., 'Effects of Deformation Properties on the Bond of Reinforcing Bars' SM Report No. 42, University of Kansas, 1996, 370pp
|
6 |
Tepfers, R., 1979, 'Cracking of Concrete Cover Along Anchored Deformed Reinforcing Bars,' Magazine ofConcrete Research, Vol.31, No.106, pp.3-12
DOI
ScienceOn
|
7 |
Cairns, J. and Jones, K., 1996, 'An Evaluation of theBond-Splitting Action of Ribbed Bars,' ACI MaterialJournal, Vol.93, No.l, pp.10-19
|
8 |
Hamad, B. S., 'Bond Strength Improvement of Reinforc-ing Bars with Specially Designed Rib Geometries,' ACIStructural Journal, Vo1.92, No.1, 1995, pp.3-13
|
9 |
Cox, J. V. and Yu, H., 'Radial Elastic Stiffness Associ-ated with Bond between Steel Bars and Concrete,' ACI Structural Journal, Vol. 98, No.1, 2001, pp.16-28
|
10 |
Choi, O. C. and Lee, W. S., 'Interfacial Bond Analysis of Deformed Bars to Concrete,' ACI Structural Journal, Vol.99, No.6, 2002, pp.750-756
|
11 |
Gambarova, P. G. and Rosati, G. P., 'Bond and Splitting in Bar Pull-out: Behavioral Laws and Concrete Cover Role,' Magazine of Concrete Research, 49, No.179, 1997,pp.99-110
DOI
ScienceOn
|
12 |
Birkeland, P. W. and Birkeland, H. W., 'Connections inPrecast Concrete Construction,' Journal of American Concrete Institute, Vo1.63, No.3, 1966, pp.345-368
|