Cederwall, K., Hedman, O., and Loeberg, A. (1974). Shear strength of partially prestressed beams with pretensioned reinforcement of high grade deformed bars. ACI Structural Journal (Special Publication), 42, 215 - 230.
Collins, M. P. and Kuchma D. (1999). How safe are our large, lightly reinforced concrete beams, slabs, and footings? Structural Journal, 96(4), 482-490.
Kueres, D., and Hegger, J. (2018). Two-parameter kinematic theory for punching shear in reinforced concrete slabs without shear reinforcement. Engineering Structures, 175, 201-216.
Mihaylov, B. I., Bentz, E. C., and Collins, M. P. (2013). Two-parameter kinematic theory for shear behaviour of deep beams. ACI Structural Journal, 110(3), 447-456.
Mihaylov, B. I., Liu, J., Simionopoulos, K., Bentz, E. C., and Collins, M. P. (2019). Effect of member size and tendon layout on shear behaviour of post-tensioned beams. ACI Structural Journal, 116(4), 265-274.
Mihaylov, B. I., Hannewald, P., and Beyer, K. (2016). Three-parameter kinematic theory for shear-dominated reinforced concrete walls. Journal of Structural Engineering, 142(7), 04016041.
Muguruma, A., Watanabe, F., and Fujii, M. (1983) Experimental study on shear resisting behaviour of prestressed reinforced concrete beams. Transactions of the Japan Concrete Institute, 5, 453 - 456. (in Japanese)
Nakamura, E., Takeuchi, Y., Aoyama, H., Murakoshi, J., and Kimura, Y. (2009). Study on shear resisting behaviour of corroded prestressed concrete beams. Proceedings of the Concrete Structure Scenarios, 9, 411 - 416. (in Japanese)
Okada, K., Kobayashi, K., and Toyofuku, T.(1980).Flexural shear behaviour of prestressed reinforced concrete beams. Transactions of the Japan Cement Association, 34, 425 - 428. (in Japanese)
Sato, T., Ishibashi, T., Yamashita, Y., and Takada, S.(1987). Shear strength and failure mode of prestressed concrete beams. Transactions of the Japan Concrete Institute, 9(2), 323 - 328. (in Japanese)
Sozen, M. A., Zwoyer, E. M., and Siess, C. P.(1959). Investigation of prestressed concrete for highway bridges: Part I strength in shear of beams without web reinforcement. University of Illinois at Urbana Champaign, College of Engineering. Engineering Experiment Station.
Tan, K. H., and Mansur, M. A. (1992). Partial prestressing in concrete corbels and deep beams. Structural Journal, 89(3), 251 - 262.
Tan, K. H., Lu, H. Y., and Teng, S. (1999). Size effect in large prestressed concrete deep beams. Structural Journal, 96(6), 937 - 946.
Teng, S., Kong, F. K., and Poh, S. P. (1998). Shear strength of reinforced and prestressed concrete deep beams. Part II: the supporting evidence. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 128(2).
Zink, M. (2013). For the flexural failure of slender components made of high-performance concrete with and without prestressing. Springer-Verlag.
