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Published in: International Journal of Concrete Structures and Materials 1/2022

Open Access 01-12-2022 | Correction

Correction to: Enhancing the Performance of Knee Beam–Column Joint Using Hybrid Fibers Reinforced Concrete

Authors: S. M. Iqbal S. Zainal, Farzad Hejazi, Raizal S. M. Rashid

Published in: International Journal of Concrete Structures and Materials | Issue 1/2022

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Notes
The original article can be found online at https://​doi.​org/​10.​1186/​s40069-021-00457-w.

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

1 Correction to: Int J Concr Struct Mater (2021) 15:20 https://​doi.​org/​10.​1186/​s40069-021-00457-w

Following publication of the original article (Zainal et al., 2021), the authors identified several errors in the article:
1.
dr. S. M. Iqbal S. Zainal is also affiliated to Department of Civil Engineering, Universiti Malaysia Sabah, 88400, Sabah, Malaysia.
The author group and the affiliations list are presented correctly in this correction article.
 
2.
The legends of Figure 2 should be updated as below
  • Figure 2c—Casting of HyFRC on the beam–column joint region
  • Figure 2d—Strain gages installed on the steel reinforcements
  • Figure 2e—Moist-curing of the HyFRC specimens using wet burlap
 
3.
In Table 10 the ‘Trend line equation’ and the ‘Correlation factor’ were merged. Below the correct version of the Table 10.
 
Table 10
Trend line comparison
Specimen
Test
Trend line equation
Correlation factor
FFC
Experimental
y =  − 2E−10x6 − 4E−08x5 − 5E−08x4 + 0.0002x3 + 0.0135x2 + 1.3028x + 1.6788
0.9964
Numerical
y = 1E−09x6 − 6E−08x5 − 1E−05x4 + 0.0003x3 + 0.0311x2 + 1.229x + 4.2755
0.9905
F6U3
Experimental
y = 4E−10x6 − 2E−08x5 − 6E−06x4 + 8E−05x3 + 0.0276x2 + 1.3686x + 1.5331
0.9841
Numerical
y = 2E−10x6 − 1E−08x5 − 4E−06x4 + 4E−05x3 + 0.0161x2 + 1.0919x + 4.338
0.9844
F6S3
Experimental
y = 2E−10x6 − 3E−08x5 − 4E−06x4 + 0.0002x3 + 0.0222x2 + 0.8263x − 2.3051
0.9803
Numerical
y = 1E−10x6 − 2E−08x5 − 3E−06x4 + 0.0001x3 + 0.0141x2 + 0.6292x + 0.0722
0.9896
F6E3
Experimental
y =  − 2E−10x6 − 3E−08x5 + 2E−06x4 + 0.0003x3 − 0.0035x2 + 0.674x + 0.9413
0.9830
Numerical
y =  − 3E−11x6 − 2E−08x5 + 2E−07x4 + 0.0002x3 + 0.0009x2 + 0.3875x − 0.7654
0.9898
F6N3
Experimental
y =  − 1E−10x6 − 2E−08x5 + 2E−06x4 + 0.0002x3 − 0.0023x2 + 0.4527x + 2.707
0.9934
Numerical
y =  − 9E−11x6—8E−09x5 + 1E−06x4 + 0.0001x3 − 0.0036x2 + 0.3778x + 4.0899
0.9973
The original article (Zainal et al., 2021) has been corrected.
Open AccessThis article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://​creativecommons.​org/​licenses/​by/​4.​0/​.

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Metadata
Title
Correction to: Enhancing the Performance of Knee Beam–Column Joint Using Hybrid Fibers Reinforced Concrete
Authors
S. M. Iqbal S. Zainal
Farzad Hejazi
Raizal S. M. Rashid
Publication date
01-12-2022
Publisher
Springer Singapore
Published in
International Journal of Concrete Structures and Materials / Issue 1/2022
Print ISSN: 1976-0485
Electronic ISSN: 2234-1315
DOI
https://doi.org/10.1186/s40069-021-00489-2

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