Schlaich J., Schafer K., Jennewein M. Toward a consistent design of structural concrete. PCI J 1987;32(3):74–150.
Schlaich J., Schafer K. Design and detailing of structural concrete using strut-and-tie models. Struct Eng 1991;69(6):113–125.
Cook W.D., Mitchell D. Studies of disturbed regions near discontinuities in reinforced concrete members. Struct J 1988;85(2):206–216.
Mata-Falcón J., Pallares L., Miguel P.F. Proposal and experimental validation of simplified strut-and-tie models on dapped-end beams. Eng Struct 2019;183: 594–609.
Mata-Falcón, J. Serviceability and Ultimate Behaviour of Dapped-end Beams (In Spanish: Estudio del comportamiento en servicio y rotura de los apoyos a media madera). PhD Thesis, Universitat Politècnica de València; 2015.
Muttoni A., Fernandez Ruiz M., Niketic F., Backes M.R. Assessment of existing structures based on elastic-plastic stress fields - Modelling of critical details and investigation of the in-plane shear transverse bending interaction, Rapport OFROU, N◦680, Switzerland; 2016.
Precast/Prestressed Concrete Institute. PCI design handbook (2010), 7th ed. Chicago (Illinois, USA); p. 828.
Santarsiero G., Masi A., Picciano V. Durability of Gerber Saddles in RC Bridges: Analyses and Applications (Musmeci Bridge, Italy). Infrastructures 2021;6(2):25.
Nagy-Gyorgy T., Sas G., Daescu A.C., Barros J.A., Stoian V. Experimental and numerical assessment of the effectiveness of FRP-based strengthening configurations for dapped-end RC beams. Eng Struct 2012;44:291–303.
Rajapakse C., Degée H., Mihaylov B. Assessment of Failure along Re-Entrant Corner Cracks in Existing RC Dapped-End Connections. Structural Engineering International 2021;31(2):216–226
Rajapakse, Chathura. Behaviour and Modelling of Reinforced Concrete Dapped-End Connections. PhD Thesis, University of Liege and Hasselt University;2023.
CEN European Committee for Standardization. Eurocode 2. Design of concrete structures Part 1-1: General rules and rules for buildings. Brussels (Belgium): EN 1992-1-1; 2004.
Building Code Requirements for Structural Concrete. American Concrete Institute:ACI 318-19; 2019.
Vecchio F.J., Collins M.P. The modified compression field theory for reinforced concrete elements subjected to shear. ACI Structural Journal 1986;83:219–231.
Vecchio F.J. Disturbed stress field model for reinforced concrete: implementation. J Struct Eng. 2001;12
Mihaylov B.I., Bentz E.C., Collins M.P. Two parameter kinematic theory for shear behaviour of deep beams. ACI Structural Journal 2013;110(3):447-456.
Rajapakse C., Degée H., Mihaylov B. Investigation of shear and flexural failures of dapped-end connections with orthogonal reinforcement. Engineering Structures 2022;260:114233.
Rajapakse C., Degée H., Mihaylov B. Investigation of shear and flexural failures of dapped-end connections with diagonal reinforcement. ACI Structural Journal 2024; 121(4): 35-46.
Mihaylov B.I., Five-spring model for complete shear behaviour of deep beams. Structural Concrete 2015, No. 1
Popovics S.A. Numerical approach to the complete stress-strain curve of concrete. Cem. Concr. Res. 1973;3(5):583-599.
Mihaylov B.I., Hunt B., Bentz E.C., Collins M.P. Three-Parameter Kinematic Theory for Shear Behavior of Continuous Deep Beams. ACI Structural Journal 2015; 112(1): 47-58.
Marti P., Alvarez M., Kaufmann W., Sigrists V. Tension Chord Model for Structural Concrete. Structural Engineering International 1998;8(4):287-298
Li B., Maekawa K. Okamura H. Contact Density Model for Stress Transfer Across Cracks in Concrete. J. Faculty Eng. University of Tokyo (B) 1989;40(1):9–52
Ferreira K.F., Rampini M.C., Zani G., Colombo M., Di Prisco M. Experimental investigation on the use of Fabric-Reinforced Cementitious Mortars for the retrofitting of reinforced concrete dapped-end beams. Structural Concrete 2023; 1-29.