Effects of Stirrups Corrosion on the Shear Strength of RC Beams
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-43102-9_40
Reference21 articles.
1. Bentz, E.C., Vecchio, F.J., Collins, M.P.: Simplified modified compression field theory for calculat-ing shear strength of reinforced concrete elements. ACI Struct. J. 103(4), 614–624 (2006). https://doi.org/10.14359/16438
2. Cheng, H., Li, H.N., Biondini, F., Wang, D.S., Zou, Y.: Strain penetration effect on cyclic response of corroded RC columns. Eng. Struct. 243, 112653 (2021). https://doi.org/10.1016/J.ENGSTRUCT.2021.112653
3. Cladera, A., Marí, A., Bairán, J.M., Ribas, C., Oller, E., Duarte, N.: The compression chord capacity model for the shear design and assessment of reinforced and prestressed concrete beams. Struct. Concr. 17(6), 1017–1032 (2016). https://doi.org/10.1002/SUCO.201500214
4. Cladera, A., Marí, A., Ribas, C.: Mechanical model for the shear strength prediction of corrosion-damaged reinforced concrete slender and non slender beams. Eng. Struct. 247, 113163 (2021). https://doi.org/10.1016/J.ENGSTRUCT.2021.113163
5. Dai, K.Y., Liu, C., Lu, D.G., Yu, X.H.: Experimental investigation on seismic behavior of corroded RC columns under artificial climate environment and electrochemical chloride extraction: a comparative study. Constr. Build. Mater. 242, 118014 (2020). https://doi.org/10.1016/J.CONBUILDMAT.2020.118014
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