A passive stress-strain model for concrete prisms reinforced by a combination of confinement reinforcement

Size Effect in Blunt Fracture: Concrete, Rock, Metal

Bažant, Z. P. (1984) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1984)110:4(518 · Cited by 1,727

Full-range behavior of FRP-to-concrete bonded joints

Yuan, H., Teng, J. G., Seracino, R., et al. (2004) · Engineering Structures · doi:10.1016/j.engstruct.2003.11.006 · Cited by 764

Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns

Lam, L., & Teng, J. G. (2003) · Journal of Reinforced Plastics and Composites · doi:10.1177/0731684403035429 · Cited by 692

Effect of Column Parameters on FRP-Confined Concrete

Mirmiran, A., Shahawy, M. A., Samaan, M., et al. (1998) · Journal of Composites for Construction · doi:10.1061/(asce)1090-0268(1998)2:4(175 · Cited by 647

Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment

Wang, Z., Zhao, X., Xian, G., et al. (2017) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2017.02.038 · Cited by 567

Hybrid FRP–concrete–steel tubular columns: Concept and behavior

Teng, J. G., Yu, T., Wong, Y. L., et al. (2006) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2006.06.017 · Cited by 519

Unified stress–strain model of concrete for FRP-confined columns

Wei, Y., & Wu, Y. (2011) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2011.06.037 · Cited by 368

Generic Debonding Resistance of EB and NSM Plate-to-Concrete Joints

Seracino, R., Saifulnaz, M. R. R., & OEHLERS, D. J. (2007) · Journal of Composites for Construction · doi:10.1061/(asce)1090-0268(2007)11:1(62 · Cited by 311

Theory and Experiments on the Mechanical Behaviour of Cracks in Plain and Reinforced Concrete Subjected to Shear Loading

Walraven, J., & Reinhardt, H. W. (1981) · Research Repository (Delft University of Technology) · Cited by 296

An experimental study of the mechanical properties of fibre reinforced polymer (FRP) and steel reinforcing bars at elevated temperatures

Wang, Y., Wong, P. M. H., & Kodur, V. K. R. (2006) · Composite Structures · doi:10.1016/j.compstruct.2006.04.069 · Cited by 260

Axial Loading Behavior of CFRP Strengthened Concrete-Filled Steel Tubular Stub Columns

Tao, Z., Han, L., & Zhuang, J. (2007) · Advances in Structural Engineering · doi:10.1260/136943307780150814 · Cited by 259

Local and global bond characteristics of steel reinforcing bars

Haskett, M., OEHLERS, D. J., & Ali, M. S. M. (2007) · Engineering Structures · doi:10.1016/j.engstruct.2007.04.007 · Cited by 231

Strength and strain capacities of concrete compression members reinforced with FRP

Campione, G., & Miraglia, N. (2003) · Cement and Concrete Composites · doi:10.1016/s0958-9465(01)00048-8 · Cited by 226

Stress–strain model for concrete in FRP-confined steel tubular columns

Teng, J. G., Hu, Y. M., & Yu, T. (2012) · Engineering Structures · doi:10.1016/j.engstruct.2012.11.001 · Cited by 222

CFRP-Confined Square RC Columns. I: Experimental Investigation

Wang, Z., Wang, D., Smith, S. T., et al. (2011) · Journal of Composites for Construction · doi:10.1061/(asce)cc.1943-5614.0000245 · Cited by 221

Structural Evaluation of Full-Scale FRP-Confined Reinforced Concrete Columns

Luca, A. D., Nardone, F., Matta, F., et al. (2010) · Journal of Composites for Construction · doi:10.1061/(asce)cc.1943-5614.0000152 · Cited by 194

Behaviour of reinforced concrete rectangular columns strengthened using GFRP

Rathinam, K., Vaidyanathan, R., & Palanichamy, M. S. (2007) · Cement and Concrete Composites · doi:10.1016/j.cemconcomp.2007.03.009 · Cited by 180

Concrete‐to‐Concrete Friction

Tassios, T. P., & Vintzēleou, E. N. (1987) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1987)113:4(832 · Cited by 180

Unified Strength Model for Square and Circular Concrete Columns Confined by External Jacket

Wu, Y., & Wang, L.-M. (2009) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2009)135:3(253 · Cited by 166

Size effect on axial stress-strain behavior of CFRP-confined square concrete columns

WANG, D., Wang, Z. Y., Smith, S. T., et al. (2016) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2016.04.158 · Cited by 158

Investigation of Concentrically Loaded Reinforced Concrete Columns Confined with Glass Fiber-Reinforced Polymer Jackets

Wang, Y. C., & Restrepo, J. I. (2001) · ACI Structural Journal · doi:10.14359/10226 · Cited by 148

Shear transfer in lightweight reinforced concrete

Mattock, A. H., Li, W. K., & Wang, T. (1976) · PCI Journal · doi:10.15554/pcij.01011976.20.39 · Cited by 146

Stress-strain model of an FRP-confined concrete filled steel tube under axial compression

Zhang, Y., Wei, Y., Bai, J., et al. (2019) · Thin-Walled Structures · doi:10.1016/j.tws.2019.05.009 · Cited by 130

Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models

Hosseini, A., & Mostofinejad, D. (2013) · International Journal of Adhesion and Adhesives · doi:10.1016/j.ijadhadh.2013.09.022 · Cited by 128

Analysis-Oriented Stress-Strain Model for Concrete under Combined FRP-Steel Confinement

Teng, J. G., Lin, G. F., & Yu, T. (2014) · Journal of Composites for Construction · doi:10.1061/(asce)cc.1943-5614.0000549 · Cited by 125

Axial behaviour of circular steel tubed concrete stub columns confined by CFRP materials

Liu, J., Xu, T., Wang, Y.-H., et al. (2018) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2018.02.131 · Cited by 102

Monotonic axial compressive behaviour and confinement mechanism of square CFRP-steel tube confined concrete

Wang, Y., Cai, G., Larbi, A. S., et al. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.110802 · Cited by 102

Shear Transfer in Concrete Having Reinforcement at an Angle to the Shear Plane

Mattock, A. H. (1974) · Special publication - Royal Society of Chemistry/Special publication · doi:10.14359/18149 · Cited by 99

Behaviour of concrete confined by both steel spirals and fiber-reinforced polymer under axial load

Wei, Y., Zhang, X., Wu, G., et al. (2018) · Composite Structures · doi:10.1016/j.compstruct.2018.03.041 · Cited by 93

Design-Oriented Stress–Strain Model for Concrete under Combined FRP-Steel Confinement

Lin, G. F., Yu, T., & Teng, J. (2015) · Journal of Composites for Construction · doi:10.1061/(asce)cc.1943-5614.0000651 · Cited by 93

Limitations of FRP Jacketing in Confining Old-Type Reinforced Concrete Members in Axial Compression

Tastani, S. P., Pantazopoulou, S. J., Zdoumba, D., et al. (2006) · Journal of Composites for Construction · doi:10.1061/(asce)1090-0268(2006)10:1(13 · Cited by 85

Evaluating the shear-friction resistance across sliding planes in concrete

Haskett, M., OEHLERS, D. J., Ali, M. S. M., et al. (2011) · Engineering Structures · doi:10.1016/j.engstruct.2011.01.013 · Cited by 83

Compressive behavior of FRP-confined concrete-encased steel columns

Yu, T., Lin, G. F., & Zhang, S. S. (2016) · Composite Structures · doi:10.1016/j.compstruct.2016.07.027 · Cited by 78

Design model for square RC columns under compression confined with CFRP

Faustino, P., Chastre, C., & Paula, R. (2013) · Composites Part B Engineering · doi:10.1016/j.compositesb.2013.09.052 · Cited by 75

Compressive behavior of large-scale square reinforced concrete columns confined with carbon fiber reinforced polymer jackets

Turgay, T., Polat, Z., Köksal, H. O., et al. (2009) · Materials & Design (1980-2015) · doi:10.1016/j.matdes.2009.06.008 · Cited by 68

Axial and lateral stress-strain model for concrete-filled steel tubes with FRP jackets

Dong, C. X., Kwan, A. K. H., & Ho, J. C. M. (2016) · Engineering Structures · doi:10.1016/j.engstruct.2016.07.059 · Cited by 63

The Residual Strength of Confined Concrete

Ali, M. S. M., OEHLERS, D. J., & Griffith, M. (2010) · Advances in Structural Engineering · doi:10.1260/1369-4332.13.4.603 · Cited by 50

Reinforced concrete columns of square and rectangular section, confined with FRP – Prediction of stress and strain at failure

Fanaradelli, T. D., Rousakis, T. C., & Karabinis, A. I. (2019) · Composites Part B Engineering · doi:10.1016/j.compositesb.2019.107046 · Cited by 43

The shear friction aggregate interlock resistance across sliding planes in concrete

Haskett, M., OEHLERS, D. J., Ali, M. S. M., et al. (2010) · Magazine of Concrete Research · doi:10.1680/macr.2010.62.12.907 · Cited by 37

Concrete Shear-Friction Material Properties: Derivation from Actively Confined Compression Cylinder Tests

Chen, Y., Visintin, P., & OEHLERS, D. J. (2015) · Advances in Structural Engineering · doi:10.1260/1369-4332.18.8.1173 · Cited by 31

The effects of confinement on the failure orientation in cementitious materials experimental observations

Rutland, C. A., & Wang, M. (1997) · Cement and Concrete Composites · doi:10.1016/s0958-9465(97)00005-x · Cited by 29

Analytical Model for Shear Slip of Cracked Concrete

Yoshikawa, H., Wu, Z., & Tanabe, T. (1989) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1989)115:4(771 · Cited by 29

Time‐dependent serviceability behavior of reinforced concrete beams: Partial interaction tension stiffening mechanics

Sturm, A. B., Visintin, P., & OEHLERS, D. J. (2017) · Structural Concrete · doi:10.1002/suco.201700021 · Cited by 28

Size Dependent Axial and Lateral Stress Strain Relationships for Actively Confined Concrete

Visintin, P., Chen, Y., & OEHLERS, D. J. (2014) · Advances in Structural Engineering · doi:10.1260/1369-4332.18.1.1 · Cited by 26

New axial Stress-Strain model of square concrete columns confined with lateral steel and FRP

Fattah, A. M. A. E. (2018) · Composite Structures · doi:10.1016/j.compstruct.2018.03.085 · Cited by 21

Simulating the Behavior of FRP-Confined Cylinders Using the Shear-Friction Mechanism

Visintin, P., Chen, Y., & OEHLERS, D. J. (2015) · Journal of Composites for Construction · doi:10.1061/(asce)cc.1943-5614.0000573 · Cited by 19

Stirrup effects on the bond properties of corroded reinforced concrete

Feng, Q., Zhang, Y., Visintin, P., et al. (2020) · Magazine of Concrete Research · doi:10.1680/jmacr.19.00531 · Cited by 17

Short-term load–deflection behavior of corroded RC beams with confinement effect based on the partial-interaction segmental approach

Feng, Q., Wei, P., Liu, X., et al. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.111014 · Cited by 15

Closed-Form Solutions for Quantifying the Ductility of Concrete Beams with Passively Restrained Concrete

Hao, X.-K., Visintin, P., & OEHLERS, D. J. (2020) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0002731 · Cited by 10

A new model for reinforced concrete columns strengthened with fibre-reinforced polymer

Isleem, H. F., Wang, Z., & Wang, D. (2019) · Proceedings of the Institution of Civil Engineers - Structures and Buildings · doi:10.1680/jstbu.18.00159 · Cited by 9

Quantifying the compressive ductility of concrete in RC members through shear friction mechanics.

Chen, Y. (2015) · Adelaide Research & Scholarship (AR&S) (University of Adelaide) · Cited by 4

Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs

Cai, G., Sun, B., Zeng, S., Yang, P., & Zhang, J. (2025) · PLoS ONE · doi:10.1371/journal.pone.0325279 · Cited by 1

Study for Ductility of R.C.L-shaped Columns of Different Rangement of Reinforcement

Guo-fei, L. (2010) · Construction & Design for Project

Ductility Analysis of Reinforced Concrete Beams Based on Salt Spray Corrosion Test

Si-peng, X. (2012) · Corrosion & Protection

Computer Simulation of Bent Reinforced Concrete Elements with External Composite Reinforcement

Merkulov, S. I., Esipov, S., & Esipova, D. V. (2021) · Lecture notes in civil engineering · doi:10.1007/978-3-030-72910-3_22 · Cited by 2

Numerical modelling of reinforced concrete beams with fracture-plastic material

Sucharda, O., & Brožovský, J. (2014) · Frattura ed Integrità Strutturale · doi:10.3221/igf-esis.30.45 · Cited by 2

ASEISMIC CAPACITY OF REINFORCED CONCRETE STRUCTURES : Medium or Low Rise Reinforced Concrete Rigid Frames with Shear Walls

Yamada, M., & KAWAMURA, H. (1971) · Transactions of the Architectural Institute of Japan · doi:10.3130/aijsaxx.190.0_43