JKCI - Journal of the Korea Concrete Institute

1

AC 434 (2016) Proposed Acceptance Criteria for Masonry and Concrete Strengthening Using Fiber-Reinforced Cementitious Matrix (FRCM) Composite Systems. Whittier, CA; ICC- Evaluation Service.

2

ACI Committee 549 (2013) Guide to Design and Construction of Externally Bonded Fabric-Reinforced Cementitious Matrix (FRCM) Systems for Repair and Strengthening Concrete and Masonry Structures (ACI 549.4R-13). Farmington Hills, MI; American Concrete Institute (ACI).

3

Alabdulhady, M. Y., Sneed, L. H., and Carloni, C. (2017) Torsional Behavior of RC Beams Strengthened with PBO-FRCM Composite - An Experimental Study. Engineering Structures 136, 393-405.

4

Aljazaeri, Z. R., and Myers, J. M. (2017) Strengthening of Reinforced-Concrete Beams in Shear with a Fabric-Reinforced Cementitious Matrix. Journal of Composites for Construction 21(5), 04017041.

5

ASTM E965-96 (2006) Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique. West Conshohocken, PA; ASTM International.

6

Awani, O., El-Maaddawy, T., and Ismail, N. (2017) Fabric-Reinforced Cementitious Matrix: A Promising Strengthening Technique for Concrete Structures. Construction and Building Materials 132, 94-111.

7

Awani, O., Refai, A. E., and Maaddawy, T. E. (2015) Bond Characteristics of Carbon Fabric-Reinforced Cementitious Matrix in Double Shear Tests. Construction and Building Materials 101, 39-49.

8

Babaeidarabad, S., Loreto, G., and Nanni, A. (2014) Flexural Strengthening of RC Beams with an Externally Bonded Fabric- Reinforced Cementitious Matrix. Journal of Composites for Construction 18(5), 04014009.

9

Carozzi, F. G., Bellini, A., D’Antino, T., Felice, G., Focacci, F., Hojdys, L., Laghi, L., Lanoye, E., Micelli, F., Panizza, M., and Poggi, C. (2017) Experimental Investigation of Tensile and Bond Properties of Carbon-FRCM Composites for Strengthening Masonry Elements. Composites Part B 128, 100-119.

10

Cho, H. C., Lee, D. H., Ju, H., Kim, K. S., Kim, K. H., and Monteiro, P. J. M. (2015) Remaining Service Life Estimation of Reinforced Concrete Buildings Based on Fuzzy Approach. Computers and Concrete 15(6), 879-902.

11

Choi, D., Vachirapanyakun, S., Ochirbud, M., Naidangjav, U., Ha, S., and Kim, Y. (2021) Tensile Performance, Lap-Splice Length and Behavior of Concretes Confined by Prefabricated C-FRCM System. International Journal of Concrete Structures and Materials 15(45), 761-778.

12

Collins, M. P., and Mitchell, D. (1991) Prestressed Concrete Structures. Prentice-Hall, 766.

13

D’Ambrisi, A., Feo, L., and Focacci, F. (2013) Experimental Analysis on Bond between PBO-FRCM Strengthening Materials and Concrete. Composites Part B 44, 524-532.

14

D’Antino, T., Sneed, L. H., Carloni, C., and Pellegrino, C. (2015) Influence of the Substrate Characteristics on the Bond Behavior of PBO FRCM-Concrete Joints. Construction and Building Materials 101, 838-850.

15

Escrig, C., Gil, L., Maso, E. B., and Puigvert, F. (2015) Experimental and Analytical Study Reinforced Concrete Beams Shear Strengthened with Different Types of Textile-Reinforced Mortar. Construction and Building Material 83, 248- 260.

16

Hadad, H. A., Erickson, B., and Nanni, A. (2020) Flexural Analysis and Design of FRCM-Strengthened RC Beams. Construction and Building Materials 244, 118371.

17

ISO/TC 71/SC6(2015) Fibre-Reinforced Polymer (FRP) Reinforcement of Concrete - Test Methods - Part 2: FRP Sheet (ISO 10406-2:2015). Geneva, Switzerland; International Organization for Standardization (ISO). 1-35.

18

Jo, M., Kim, H., Lee, Y., Kim, D., and Kim, K. (2022) Evaluation of Mechanical Properties and Flexural Behavior of FRCM System Composed of Different Types of Textile Grid and AL Powder. Construction and Building Materials 323, 126552.

19

Ju, H., Han, S. J., Cho, H. C., Lee, D. H., and Kim, K. S. (2016) Flexural Performance of Slabs Strengthened by Fiber-Reinforced Polymer Sheet with Hydrophilic Epxoy. Journal of the Korea Concrete Institute 28(1), 85-94.

20

Ju, H., Han, S. J., Kim, K. S., Strauss, A., and Wu, W. (2020) Multi-Potential Capacity for Reinforced Concrete Members under Pure Torsion. Structural Engineering and Mechanics 75(3), 401-414.

21

Ju, H., Lee, D. H., Cho, H. C., Kim, K. S., Yoon, S., and Seo, S. Y. (2014) Application of Hydrophilic Silanol-Based Chemical Grout for Strengthening Damaged Reinforced Concrete Flexural Members. Material 7(6), 4823-4844.

22

KATS (2019) Standard Test Method for Making and Curing Concrete Specimens (KS F 2403). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)

23

Kolsch, H. (1998) Carbon Fiber Cement Matrix (CFCM) Overlay System for Masonry Strengthening. Journal of Composites for Construction 2(2), 105-109.

24

Koutas, L. N., Tetta, Z., Bournas, D. A., and Triantafillou, T. C. (2019) Strengthening of Concrete Structures with Textile Reinforced Mortar: State-of-the-Art Review. Journal of Composites for Construction 23(1), 03118001.

25

Lee, D. H., Han, S. J., and Kim, K. S. (2016) Dual Potential Capacity Model for Reinforced Concrete Beams Subjected to Shear. Structural Concrete 17(3), 1443-1456.

26

Napoli, A., and Realfonzo, R. (2015) Reinforced Concrete Beams Strengthened with SPG/SRG Systems: Experimental Investigation. Construction and Building Materials 93, 654-677.

27

Sneed, L. H., Verre, S., Carloni, C., and Ombres, L. (2016) Flexural Behavior of RC Beams Strengthened with Steel-FRCM Compostie. Engineering Structures 127, 686-699.

28

Tetta, Z. C., Koutas, L. N., and Bournas, D. A. (2015) Textile- Reinforced Mortar (TRM) Versus Fiber-Reinforced Polymers (FRP) in Shear Strengthening of Concrete Beams. Composites Part B 77, 338-348.

29

Younis, A., Ebead, U., and Shrestha, K. (2020) Tensile Characterization of Multi-Ply Fabric Reinforced Cementi-Tious Matrix Strengthening Systems. Structural Concrete 21, 713-723.

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute