1 |
Kodur, V.K., and Agrawal, A. (2016). "Critical Factors Governing the Residual Response of Reinforced Concrete Beams Exposed to Fire." Fire Technol., 52(4), 967-993.
DOI
|
2 |
Tao, Z., Han, L.H., and Wang, L.L. (2007). "Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire." J. Constr. Steel Res., 63(8), 1116-1126.
DOI
|
3 |
Chen, Y.H., Chang, Y.F., Yao, G.C., and Sheu, M.S. (2009). "Experimental research on post-fire behaviour of reinforced concrete columns." Fire Saf. J., 44(5), 741-748.
DOI
|
4 |
Roy, A.B.D., Sharma, U.K., and Bhargava, P. (2014). "Strengthening of heat damaged reinforced concrete short columns." J. Struct. Fire Eng., 5(4), 381-398.
DOI
|
5 |
Sarshar, R., and Khoury, G.A. (1993). "Material and environmental factors influencing the compressive strength of unsealed cement paste and concrete at high temperatures." Mag. Concr. Res., 45(162), 51-61.
DOI
|
6 |
Tao, Z., Han, L.H., and Zhuang, J.P. (2008). "Cyclic performance of fire-damaged concrete-filled steel tubular beam-columns repaired with CFRP wraps." J. Constr. Steel Res., 64(1), 37-50.
DOI
|
7 |
Thongchom, C., Lenwari, A., and Aboutaha, R.S. (2019). "Effect of sustained service loading on post-fire flexural response of reinforced concrete T-beams." ACI Struct. J., 116(3), 243-254.
|
8 |
Xiang, K., Yu, J., and Lu, Z. (2009). "Experimental research on the bearing capacity of reinforced concrete continuous slab after fire." J. Xi'an Univ. Archit. Technol., 41(5), 650-654.
|
9 |
Ergun, A., Kurklu, G., Serhat Baspnar, M., and Mansour, M.Y. (2013). "The effect of cement dosage on mechanical properties of concrete exposed to high temperatures." Fire Saf. J., 55, 160-167.
DOI
|
10 |
Gao, W.Y., Hu, K.X., Dai, J.G., Dong, K., Yu, K.Q., and Fang, L.J. (2018). "Repair of fire-damaged RC slabs with basalt fabric-reinforced shotcrete." Constr. Build. Mater., 185, 79-92.
DOI
|
11 |
Xiang, K., Wang, G.H., Zhao, T., and Lu, Z.D. (2011). "Experiment and analysis of CFRP strengthened fire-damaged reinforced concrete continuous T-beams." Procedia Eng., 11, 541-549.
DOI
|
12 |
Xu, J., Tan, C., and Aboutaha, R. (2019a). "Experimental investigation of high strength reinforced concrete columns damaged by fire and retrofitted with CFRP jackets." IOP Conf. Ser. Earth Environ. Sci., 358(4).
|
13 |
Hou, X.M., and Zheng, W.Z. (2010). "Experiment on and analysis of the mechanical performance of unbonded prestressed concrete continuous slab after elevated temperature." J. Hunan Univ. Nat. Sci., 37(2), 6-13.
|
14 |
Haddad, R.H., Shannag, M.J., and Moh'D, A. (2008). "Repair of heat-damaged RC shallow beams using advanced composites." Mater. Struct. Constr., 41(2), 287-299.
DOI
|
15 |
Haddad, R.H., Al-Mekhlafy, N., and Ashteyat, A.M. (2011). "Repair of heat-damaged reinforced concrete slabs using fibrous composite materials." Constr. Build. Mater., 25(3), 1213-1221.
DOI
|
16 |
Han, L.H., Lin, X.K., and Wang, Y.C. (2006). "Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire." Thin-Walled Struct., 44(10), 1063-1076.
DOI
|
17 |
Industry, C. (2008). "Assessment , design and repair of fire-damaged concrete structures." Concr. Soc., (March).
|
18 |
Jadooe, A., Al-Mahaidi, R., and Abdouka, K. (2017). "Experimental and numerical study of strengthening of heat-damaged RC beams using NSM CFRP strips." Constr. Build. Mater., 154, 899-913.
DOI
|
19 |
Lin, Y., Hsiao, C., Yang, H., and Lin, Y.F. (2011). "The effect of post-fire-curing on strengthvelocity relationship for nondestructive assessment of fire-damaged concrete strength." Fire Saf. J., 46(4), 178-185.
DOI
|
20 |
Li, L.-Z., Liu, X., Luo, Y., Su, M.-N., and Zhu, J.-H. (2019a). "Flexural Performance of Bolted-Side-Plated Reinforced Concrete Beams with Buckling Restraining." ACI Struct. J., 116(2), 1-12.
|
21 |
Tao, Z., and Han, L.H. (2007). "Behaviour of fire-exposed concrete-filled steel tubular beam columns repaired with CFRP wraps." Thin-Walled Struct., 45(1), 63-76.
DOI
|
22 |
Jadooe, A., Al-Mahaidi, R., and Abdouka, K. (2018). "Behaviour of heat-damaged partially-insulated RC beams using NSM systems." Constr. Build. Mater., 180, 211-228.
DOI
|
23 |
Jiang, C.J., Yu, J.T., Li, L.Z., Wang, X., Wang, L., and Liao, J.H. (2018). "Experimental study on the residual shear capacity of fire-damaged reinforced concrete frame beams and cantilevers." Fire Saf. J., 100, 140-156.
DOI
|
24 |
Kodur, V., Green, M., Bisby, L., and Williams, B. (2004). "Evaluating the fire performance of FRP-strengthened concrete structures." Concr. Eng. Int., 8(2), 48-50.
|
25 |
Nassif, A. (2006). "Postfire full stress-strain response of fire-damaged concrete." Fire Mater., 30(5), 323-332.
DOI
|
26 |
Peng, G.F., Bian, S.H., Guo, Z.Q., Zhao, J., Peng, X.L., and Jiang, Y.C. (2008). "Effect of thermal shock due to rapid cooling on residual mechanical properties of fiber concrete exposed to high temperatures." Constr. Build. Mater., 22(5), 948-955.
DOI
|
27 |
Thi, C.N., Pansuk, W., and Torres, L. (2015). "Flexural behavior of fire-damaged reinforced concrete slabs repaired with near-surface mounted (NSM) carbon fiber reinforced polymer (CFRP) rods." J. Adv. Concr. Technol., 13(1), 15-29.
DOI
|
28 |
Wang, Y., Guo, W., Huang, Z., Long, B., Yuan, G., Shi, W., and Zhang, Y. (2018). "Analytical model for predicting the load-deflection curve of post-fire reinforced-concrete slab." Fire Saf. J., 101, 63-83.
DOI
|
29 |
Yang, H., Lin, Y., Hsiao, C., and Liu, J.Y. (2009). "Evaluating residual compressive strength of concrete at elevated temperatures using ultrasonic pulse velocity." Fire Saf. J., 44(1), 121-130.
DOI
|
30 |
Xu, Z., Guo, X., and Zhang, Y. (2005b). "Experiment on using CFRP to Strengthen Full - scale Reinforced Concrete Beam after Fire." Fire Saf. Sci., 14(1), 35-40.
DOI
|
31 |
Yaqub, M., and Bailey, C.G. (2011a). "Cross sectional shape effects on the performance of post-heated reinforced concrete columns wrapped with FRP composites." Compos. Struct., 93(3), 1103-1117.
DOI
|
32 |
Yaqub, M., and Bailey, C.G. (2011b). "Repair of fire damaged circular reinforced concrete columns with FRP composites." Constr. Build. Mater., 25(1), 359-370.
DOI
|
33 |
Yaqub, M., Bailey, C.G., and Nedwell, P. (2011). "Axial capacity of post-heated square columns wrapped with FRP composites." Cem. Concr. Compos., 33(6), 694-701.
DOI
|
34 |
Yaqub, M., Bailey, C.G., Nedwell, P., Khan, Q.U.Z., and Javed, I. (2013). "Strength and stiffness of post-heated columns repaired with ferrocement and fibre reinforced polymer jackets." Compos. Part B Eng., 44(1), 200-211.
DOI
|
35 |
Zhou, J., and Wang, L. (2019). "Repair of Fire-Damaged Reinforced Concrete Members with Axial Load: A Review." Sustainability, 11(4), 1-16.
|
36 |
Abdullah, M.A.H., Mohd Zahid, M.Z.A., Ayob, A., and Muhamad, K. (2019). "Flexural behavior of fire-damaged reinforced concrete beams repaired with high-strength fiber reinforced mortar." J. Struct. Fire Eng., 10(1), 56-75.
DOI
|
37 |
Demir, U., Goksu, C., Binbir, E., and Ilki, A. (2020). "Impact of time after fire on post-fire seismic behavior of RC columns." Structures, 26, 537-548.
DOI
|
38 |
Irshidat, M.R., and Al-Saleh, M.H. (2017). "Flexural strength recovery of heat-damaged RC beams using carbon nanotubes modified CFRP." Constr. Build. Mater., 145, 474-482.
DOI
|
39 |
Khan, M.S., Prasad, J., and Abbas, H. (2010). "Shear strength of RC beams subjected to cyclic thermal loading." Constr. Build. Mater., 24(10), 1869-1877.
DOI
|
40 |
Agrawal, A., and Kodur, V. (2019). "Residual response of fire-damaged high-strength concrete beams." Fire Mater., 43(3), 310-322.
DOI
|
41 |
Al-Nimry, H.S., and Ghanem, A.M. (2017). "FRP Confinement of Heat-Damaged Circular RC Columns." Int. J. Concr. Struct. Mater., 11(1), 115-133.
DOI
|
42 |
Li, Y.-H., and Franssen, J.-M. (2011). "Test results and model for the residual compressive strength of concrete after a fire." J. Struct. Fire Eng., 2(1), 29-44.
DOI
|
43 |
Zhou, K., and Han, L.H. (2018). "Experimental performance of concrete-encased CFST columns subjected to fullrange fire including heating and cooling." Eng. Struct., 165, 331-348.
DOI
|
44 |
Al-Nimry, H., Haddad, R., Afram, S., and Abdel-Halim, M. (2013). "Effectiveness of advanced composites in repairing heat-damaged RC columns." Mater. Struct. Constr., 46(11), 1843-1860.
DOI
|
45 |
Xu, Z., Feng, K., Zhang, W., and Yang, Z. (2005a). "Experimental analysis of CFRP used to strenghten RC beam after fire." J. Harbin Inst. Technol., 37(1), 98-100.
DOI
|
46 |
Yang, Y., Feng, S., Xue, Y., Yu, Y., Wang, H., and Chen, Y. (2019). "Experimental study on shear behavior of fire-damaged reinforced concrete T-beams retrofitted with prestressed steel straps." Constr. Build. Mater., 209, 644-654.
DOI
|
47 |
Yaqub, M., and Bailey, C.G. (2012). "Seismic performance of shear critical post-heated reinforced concrete square columns wrapped with FRP composites." Constr. Build. Mater., 34, 457-469.
DOI
|
48 |
Zhang, Y., and Xu, Z. (2009). "Experimental on strengthening fire-damaged reinforced concrete beam with carbon fiber reinforced polymer." J. Nat. Disasters, 18(1), 84-89.
DOI
|
49 |
Kodur, V.K.R., Raut, N.K., Mao, X.Y., and Khaliq, W. (2013). "Simplified approach for evaluating residual strength of fire-exposed reinforced concrete columns." Mater. Struct. Constr., 46(12), 2059-2075.
DOI
|
50 |
Lee, J., Xi, Y., and Willam, K. (2008). "Properties of concrete after high-temperature heating and cooling." ACI Mater. J., 105(4), 334-341.
|
51 |
Li, L.Z., Jiang, C.J., Liu, B.Z., and Lu, Z.D. (2017). "Shear strengthening of fire-damaged reinforced concrete beams using bolted-side plating." Procedia Eng., 210, 186-195.
DOI
|
52 |
Chang, Y.F., Chen, Y.H., Sheu, M.S., and Yao, G.C. (2006). "Residual stress-strain relationship for concrete after exposure to high temperatures." Cem. Concr. Res., 36(10), 1999-2005.
DOI
|
53 |
Akca, A.H., and Ozyurt, N. (2020). "Post-fire mechanical behavior and recovery of structural reinforced concrete beams." Constr. Build. Mater., 253, 119188.
DOI
|
54 |
Li, W., Wang, T., and Han, L.H. (2019b). "Seismic performance of concrete-filled double-skin steel tubes after exposure to fire: Experiments." J. Constr. Steel Res., 154, 209-223.
DOI
|
55 |
Ma, W., Yin, C., Zhou, J., and Wang, L. (2019). "Repair of fire-damaged reinforced concrete flexural members: A review." Sustainability, 11(19), 5199.
DOI
|
56 |
Mostafaei, H., Vecchio, F.J., and Benichou, N. (2009). Seismic Resistance of Fire-Damaged Reinforced Concrete Columns. In ATC & SEI 2009 Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, pp. 1396-1407.
|
57 |
Park, S.J., Yim, H.J., and Kwak, H.G. (2015). "Effects of post-fire curing conditions on the restoration of material properties of fire-damaged concrete." Constr. Build. Mater., 99, 90-98.
DOI
|
58 |
ASTM, E. (2007). "Standard Test Methods for Fire Tests of Building Construction and Materials." ASTM Int. Stand.,.
|
59 |
Bisby, L.A., Chen, J.F., Li, S.Q., Stratford, T.J., Cueva, N., and Crossling, K. (2011). "Strengthening fire-damaged concrete by confinement with fibre-reinforced polymer wraps." Eng. Struct., 33(12), 3381-3391.
DOI
|
60 |
Chung, C.H., Im, C.R., and Park, J. (2013). "Structural test and analysis of RC slab after fire loading." Nucl. Eng. Technol., 45(2), 223-236.
DOI
|
61 |
Haddad, R.H., Shannag, M.J., and Hamad, R.J. (2007). "Repair of heat-damaged reinforced concrete T-beams using FRC jackets." Mag. Concr. Res., 59(3), 223-231.
DOI
|
62 |
Han, L.-H., Zhou, K., Tan, Q.-H., and Song, T.-Y. (2016). "Performance of Steel-Reinforced Concrete Column after Exposure to Fire: FEA Model and Experiments." J. Struct. Eng., 142(9), 04016055.
DOI
|
63 |
Ichikawa, Y., and England, G.L. (2004). "Prediction of moisture migration and pore pressure build-up in concrete at high temperatures." Nucl. Eng. Des., 228(1-3), 245-259.
DOI
|
64 |
ISO (1975). "Fire resistance tests-elements of building construction." Geneva Int. Stand. ISO 834.
|
65 |
Jiang, C.J., Lu, Z.D., and Li, L.Z. (2017). "Shear Performance of Fire-Damaged Reinforced Concrete Beams Repaired by a Bolted Side-Plating Technique." J. Struct. Eng., 143(5), 1-8.
DOI
|
66 |
Poon, C.S., Azhar, S., Anson, M., and Wong, Y.L. (2001a). "Comparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperatures." Cem. Concr. Res., 31(9), 1291-1300.
DOI
|
67 |
Phan, L.T., Lawson, J.R., and Davis, F.L. (2001). "Effects of elevated temperature exposure on heating characteristics, spalling, and residual properties of high performance concrete." Mater. Struct. Constr., 34(2), 83-91.
DOI
|
68 |
Papayianni, J., and Valiasis, T. (1991). "Residual mechanical properties of heated concrete incorporating different pozzolanic materials." Mater. Struct., 24(2), 115-121.
DOI
|
69 |
Wang, L., and Su, R.K.L. (2014). "Repair of fire-exposed preloaded rectangular concrete columns by postcompressed steel plates." J. Struct. Eng., 140(3), 1-10.
DOI
|
70 |
Kumar, P.M.V.U., Raju, M.P., and Rao, K.S. (2009). "Performance of repaired fire affected RC beams." Curr. Sci., 96(3), 398-402.
|
71 |
Balaguru, P., Nanni, A., and Giancaspro, J. (2008). FRP composites for reinforced and prestressed concrete structures: a guide to fundamentals and design for repair and retrofit (CRC Press).
|
72 |
Bastami, M., Baghbadrani, M., and Aslani, F. (2014). "Performance of nano-Silica modified high strength concrete at elevated temperatures." Constr. Build. Mater., 68, 402-408.
DOI
|
73 |
Botte, W., and Caspeele, R. (2017). "Post-cooling properties of concrete exposed to fire." Fire Saf. J., 92, 142-150.
DOI
|
74 |
CEN (2005). "BS EN 1994-1-2:2005:Eurocode 4: Design of Composite Steel and Concrete Structures - Part 1-2: General Rules-Structural Fire Design." CEN,.
|
75 |
Chinthapalli, H.K., Chellapandian, M., Agarwal, A., and Suriya Prakash, S. (2020). "Effectiveness of hybrid fibre-reinforced polymer retrofitting on behaviour of fire damaged RC columns under axial compression." Eng. Struct., 211.
DOI
|
76 |
Poon, C.S., Azhar, S., Anson, M., and Wong, Y.L. (2001b). "Strength and durability recovery of fire-damaged concrete after post-fire-curing." Cem. Concr. Res., 31(9), 1307-1318.
DOI
|
77 |
Xu, Q., Chen, L., Han, C., Harries, K.A., and Xu, Z. (2019b). "Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets." Eng. Struct., 183, 135-149.
DOI
|
78 |
Ding, Z., and Li, J. (2018). "A physically motivated model for fatigue damage of concrete." Int. J. Damage Mech., 27(8), 1192-1212.
DOI
|
79 |
Fu, Y.F., Wong, Y.L., Poon, C.S., Tang, C.A., and Lin, P. (2004). "Experimental study of micro/macro crack development and stress-strain relations of cement-based composite materials at elevated temperatures." Cem. Concr. Res., 34(5), 789-797.
DOI
|