Bond-slip Model to Capture Strain Penetration Effects

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• Lin, I., “Anchorage characteristics for reinforcing bars subjected to reversed cyclic loading,” Doctoral Dissertation, University of Washington, Seattle, WA, 1981, 326 pp.
• Eligehausen R., Popov E., and Bertero V. “Local Bond Stress-slip Relationships of Deformed Bars under Generalized Excitations,” Report No. UCB/EERC 83-23, 1983, University of California, Berkeley.
• Hawkins, N., Lin, I., and Ueda, T. “Anchorage of reinforcing bars for seismic forces.” ACI Structural Journal, V. 84, No. 5, Sept.-Oct. 1987, pp. 407-418.
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• Salem, H and Maekawa, K., “Pre- and Post-yield Finite Element Method Simulation of Bond of Ribbed Reinforcing Bars.” ASCE Journal of Structural Engineering. V. 130, No. 4, 2004, pp. 671-680.
• Shima, H., Chou, L., and Okamura, H., “Bond Characteristic in Post-yield Range of Deformed Bars,” Concrete Library of JSCE, No. 10, Dec. 1987, pp. 113-124.
• Mathey, R. and Watstein, D., “Investigation of Bond in Beam and Pull-out Specimens with High-yield-strength Deformed Bars,” Journal of the American Concrete Institute, V. 32, No. 9, Mar. 1961, pp. 1071-1090.
• Ueda, T., Lin, I., and Hawkins, N. “Beam Bar Anchorage in Exterior Column-Beam Connections,” ACI Structural Journal, V. 83, No. 3, May-June 1986, pp. 412-422.
• Viwathanatepa, S., Popov, E., and Bertero, V., “Effects of Generalized Loadings on Bond of Reinforcing Bars Embedded in Confined Concrete Blocks,” Report No. EERC-79-22, University of California, Berkeley, CA., 1979.

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• Saatcioglu, M., Alsiwat, J. and Ozcebe, G. “Hysteretic Behavior of Anchorage Slip in R/C Members,” ASCE Journal of Structural Engineering, V. 118, No. 9, 1992, pp. 2439-2458.
• Gilard, C. and Bastien, J., “Finite-element Bond-slip Model for Concrete Columns under Cyclic Loads.” ASCE Journal of Structural Engineering. V. 128, No. 12, 2002, pp. 1502-1510.
• Salem, H and Maekawa, K., “Pre- and Post-yield Finite Element Method Simulation of Bond of Ribbed Reinforcing Bars.” ASCE Journal of Structural Engineering. V. 130, No. 4, 2004, pp. 671-680.
• Lundgren, K. “Three-dimensional Modeling of Bond in Reinforced Concrete,” Ph.D. Thesis, 1999, Chalmers University of Technology, Göteborg, Sweden.  143 pp.
• Lowes, L. “Finite Element Modeling of Reinforced Concrete Beam-Column Bridge Connections,” Doctoral Dissertation, 1999, University of California, Berkeley.
• Filippou, F., Popov, E., and Bertero, V. “Effect of Bond Deterioration on Hysteretic Behavior of Concrete Joints.” Report No. UCB/EERC 83-19, 1983, University of California, Berkeley.
• Monti, G. and Spacone, E. “Reinforced Concrete Fiber Beam Element with Bond-slip.” ASCE Journal of Structural Engineering. V. 126, No. 6, 2000, pp. 654-661.
• Spacone, E., Filippou, F., and Taucer, F., “Fiber Beam-column Model for Nonlinear Analysis of R/C frames. Part I: Formulation,” Earthquake Engineering and Structural Dynamics, V. 25, 1996, pp. 711–725.
• Spacone, E., Filippou, F., and Taucer, F. “Fiber Beam-column Model for Nonlinear Analysis of R/C frames. Part II: Applications,” Earthquake Engineering and Structural Dynamics, V. 25, 1996, pp. 727–742.
• Otani, S. “Inelastic Analysis of R/C Frame Structures,” Journal of the Structural Division, Vol. 100, No. ST7, July, 1974, pp. 1433-1449.
• Priestley, N., Seible, F., and Calvi, G., Seismic Design and Retrofit of Bridges, Wiley-Interscience. Hoboken, NJ 07030. 1996, 704 pp.
• Saatcioglu, M. and Ozcebe, G. “Response of Reinforced Concrete Columns to Simulated Seismic Loading,” ACI Structural Journal, V. 86, No. 6, Nov.-Dec. 1989, pp. 3-12.
• Lowes, L. and Altoontash, A. “Modeling Reinforced Concrete Beam-column Joints Subjected to Cyclic Loading,” ASCE Journal of Structural Engineering, V. 129, No. 12, 2003, pp. 1686-1697.