-
1
-
-
51049113467
-
Effects of high temperatures on the high-strength concretes incorporating copper slag as coarse aggregate
-
American Concrete Institute, Detroit.
-
Behnood A. Effects of high temperatures on the high-strength concretes incorporating copper slag as coarse aggregate. Proc., 7th Int. Symp. on Utilization of High-Strength/Performance Concrete 2005, American Concrete Institute, Detroit.
-
(2005)
Proc., 7th Int. Symp. on Utilization of High-Strength/Performance Concrete
-
-
Behnood, A.1
-
2
-
-
0034191760
-
Fibers, percolation, and spalling of high-performance concrete
-
AMAJEF, 0889-325X.
-
Bentz D.P. Fibers, percolation, and spalling of high-performance concrete. ACI Mater. J. 2000, 97(3):351-359. AMAJEF, 0889-325X.
-
(2000)
ACI Mater. J.
, vol.97
, Issue.3
, pp. 351-359
-
-
Bentz, D.P.1
-
3
-
-
0025209051
-
Effect of transient high temperature on high-strength concrete
-
AMAJEF, 0889-325X.
-
Castillo C. Durrani A.J. Effect of transient high temperature on high-strength concrete. ACI Mater. J. 1990, 87(1):47-53. AMAJEF, 0889-325X.
-
(1990)
ACI Mater. J.
, vol.87
, Issue.1
, pp. 47-53
-
-
Castillo, C.1
Durrani, A.J.2
-
4
-
-
0033134552
-
Fire behavior of high-performance concrete made with silica fume at various moisture contents
-
AMAJEF, 0889-325X.
-
Chan S. Peng G. Anson M. Fire behavior of high-performance concrete made with silica fume at various moisture contents. ACI Mater. J. 1999, 96(3):405-411. AMAJEF, 0889-325X.
-
(1999)
ACI Mater. J.
, vol.96
, Issue.3
, pp. 405-411
-
-
Chan, S.1
Peng, G.2
Anson, M.3
-
5
-
-
0031271566
-
Concrete strength estimation at early ages: Modification of the method of equivalent age
-
AMAJEF, 0889-325X.
-
Chanvillard G. Aloia L. Concrete strength estimation at early ages: Modification of the method of equivalent age. ACI Mater. J. 1997, 94(6):520-530. AMAJEF, 0889-325X.
-
(1997)
ACI Mater. J.
, vol.94
, Issue.6
, pp. 520-530
-
-
Chanvillard, G.1
Aloia, L.2
-
6
-
-
2142661794
-
Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures
-
CCNRAI, 0008-8846, 10.1016/j.cemconres.2003.11.010.
-
Chen B. Liu J. Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures. Cem. Concr. Res. 2004, 34(6):1065-1069. CCNRAI, 0008-8846, 10.1016/j.cemconres.2003.11.010.
-
(2004)
Cem. Concr. Res.
, vol.34
, Issue.6
, pp. 1065-1069
-
-
Chen, B.1
Liu, J.2
-
8
-
-
1242277254
-
Stress-strain cures for high-strength concrete at elevated temperatures
-
JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2004)16:1(84).
-
Cheng F. Kodur V.K. Wang T.C. Stress-strain cures for high-strength concrete at elevated temperatures. J. Mater. Civ. Eng. 2004, 16(1):84-94. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2004)16:1(84).
-
(2004)
J. Mater. Civ. Eng.
, vol.16
, Issue.1
, pp. 84-94
-
-
Cheng, F.1
Kodur, V.K.2
Wang, T.C.3
-
9
-
-
0032027832
-
Design of reinforced concrete beams under fire exposure conditions
-
MCORAV, 0024-9831.
-
Desai I.B. Design of reinforced concrete beams under fire exposure conditions. Mag. Concrete Res. 1998, 50(1):75-83. MCORAV, 0024-9831.
-
(1998)
Mag. Concrete Res.
, vol.50
, Issue.1
, pp. 75-83
-
-
Desai, I.B.1
-
11
-
-
0032156751
-
Effect of temperature on the hydration of the main clinker phases in portland cements: Part 1. Neat cements
-
CCNRAI, 0008-8846, 10.1016/S0008-8846(98)00107-0.
-
Escalante-Garcia J. Sharp J.H. Effect of temperature on the hydration of the main clinker phases in portland cements: Part 1. Neat cements. Cem. Concr. Res. 1998, 28(9):1259-1274. CCNRAI, 0008-8846, 10.1016/S0008-8846(98)00107-0.
-
(1998)
Cem. Concr. Res.
, vol.28
, Issue.9
, pp. 1259-1274
-
-
Escalante-Garcia, J.1
Sharp, J.H.2
-
12
-
-
0032119088
-
Effects of the high temperature on the residual compressive strength of the high strength siliceous concretes
-
AMAJEF, 0889-325X.
-
Felicetti R. Gambarova P. Effects of the high temperature on the residual compressive strength of the high strength siliceous concretes. ACI Mater. J. 1998, 95(4):395-406. AMAJEF, 0889-325X.
-
(1998)
ACI Mater. J.
, vol.95
, Issue.4
, pp. 395-406
-
-
Felicetti, R.1
Gambarova, P.2
-
13
-
-
0003441389
-
High strength concrete phase 3, compressive strength and e-modulus at elevated temperatures
-
Rep. No.6.1, SINTEF Structures and Concretes, STF 70 A 95023.
-
Hammer T.A. High strength concrete phase 3, compressive strength and e-modulus at elevated temperatures. 1995, Rep. No.6.1, SINTEF Structures and Concretes, STF 70 A 95023.
-
(1995)
-
-
Hammer, T.A.1
-
14
-
-
0036643740
-
Physicochemical, mineralogical, and morphological characteristics of concrete exposed to elevated temperatures
-
CCNRAI, 0008-8846, 10.1016/S0008-8846(01)00736-0.
-
Handoo S.K. Agarwal S. Agarwal S.K. Physicochemical, mineralogical, and morphological characteristics of concrete exposed to elevated temperatures. Cem. Concr. Res. 2002, 32:1009-1018. CCNRAI, 0008-8846, 10.1016/S0008-8846(01)00736-0.
-
(2002)
Cem. Concr. Res.
, vol.32
, pp. 1009-1018
-
-
Handoo, S.K.1
Agarwal, S.2
Agarwal, S.K.3
-
15
-
-
0012617495
-
Elevated temperature effects on HSC residual strength
-
CNCIEH, 0162-4075.
-
Hoff G. Bilodeau A. Malhotra M. Elevated temperature effects on HSC residual strength. Concr. Int. 2000, 22(4):41-47. CNCIEH, 0162-4075.
-
(2000)
Concr. Int.
, vol.22
, Issue.4
, pp. 41-47
-
-
Hoff, G.1
Bilodeau, A.2
Malhotra, M.3
-
16
-
-
0001003412
-
Effects of minor components and heating rates on the fine textures of alite in portland cement clinker
-
CCNRAI, 0008-8846, 10.1016/S0008-8846(97)00103-8.
-
Ichikawa M. Kanaya M. Effects of minor components and heating rates on the fine textures of alite in portland cement clinker. Cem. Concr. Res. 1997, 27(7):1123-1129. CCNRAI, 0008-8846, 10.1016/S0008-8846(97)00103-8.
-
(1997)
Cem. Concr. Res.
, vol.27
, Issue.7
, pp. 1123-1129
-
-
Ichikawa, M.1
Kanaya, M.2
-
17
-
-
0029194822
-
Effect of different supplementary cementitious materials on mechanical properties of high-performance concrete
-
CCNRAI, 0008-8846, 10.1016/0008-8846(94)00128-L.
-
Khatri R.P. Siriivivathnanon V. Effect of different supplementary cementitious materials on mechanical properties of high-performance concrete. Cem. Concr. Res. 1995, 25(1):209-220. CCNRAI, 0008-8846, 10.1016/0008-8846(94)00128-L.
-
(1995)
Cem. Concr. Res.
, vol.25
, Issue.1
, pp. 209-220
-
-
Khatri, R.P.1
Siriivivathnanon, V.2
-
18
-
-
84872920314
-
Compressive strength of concrete at high temperatures: A reassessment
-
MCORAV, 0024-9831.
-
Khoury G.A. Compressive strength of concrete at high temperatures: A reassessment. Mag. Concrete Res. 1992, 44(161):291-309. MCORAV, 0024-9831.
-
(1992)
Mag. Concrete Res.
, vol.44
, Issue.161
, pp. 291-309
-
-
Khoury, G.A.1
-
19
-
-
85116772068
-
Effects of moisture content on the structural properties of Portland cement concrete exposed to temperatures up to 500 F
-
American Concrete Institute, Detroit.
-
Lankard D.R. Birkimer D.L. Fondfriest F.F. Snyder M.J. Effects of moisture content on the structural properties of Portland cement concrete exposed to temperatures up to 500 F. Proc., Temperature and Concrete, SP-25 1971, 59-102. American Concrete Institute, Detroit.
-
(1971)
Proc., Temperature and Concrete, SP-25
, pp. 59-102
-
-
Lankard, D.R.1
Birkimer, D.L.2
Fondfriest, F.F.3
Snyder, M.J.4
-
20
-
-
2142826762
-
Mechanical properties of high-strength concrete after fire
-
CCNRAI, 0008-8846, 10.1016/j.cemconres.2003.11.007.
-
Li M. Qian C. Sun W. Mechanical properties of high-strength concrete after fire. Cem. Concr. Res. 2004, 34(6):1001-1005. CCNRAI, 0008-8846, 10.1016/j.cemconres.2003.11.007.
-
(2004)
Cem. Concr. Res.
, vol.34
, Issue.6
, pp. 1001-1005
-
-
Li, M.1
Qian, C.2
Sun, W.3
-
21
-
-
0030149486
-
Microstructures of fire-damaged concrete
-
Lin W. Lin T.D. Couche L.J. Microstructures of fire-damaged concrete. Materials Journal 1996, 93(3):199-205.
-
(1996)
Materials Journal
, vol.93
, Issue.3
, pp. 199-205
-
-
Lin, W.1
Lin, T.D.2
Couche, L.J.3
-
22
-
-
0043284265
-
Temperature distribution and mechanical properties of high-strength silica fume concrete at elevated temperature up to 200°C
-
AMAJEF, 0889-325X.
-
Noumowe A. Temperature distribution and mechanical properties of high-strength silica fume concrete at elevated temperature up to 200°C. ACI Mater. J. 2003, 100(4):326-330. AMAJEF, 0889-325X.
-
(2003)
ACI Mater. J.
, vol.100
, Issue.4
, pp. 326-330
-
-
Noumowe, A.1
-
23
-
-
0026116943
-
Residual mechanical properties of heated concrete incorporating different Pozzolanic materials.
-
MASTED, 1359-5997, 10.1007/BF02472472.
-
Papayianni J. Valiasis T. Residual mechanical properties of heated concrete incorporating different Pozzolanic materials. Mater. Struct. 1991, 24:115-121. MASTED, 1359-5997, 10.1007/BF02472472.
-
(1991)
Mater. Struct.
, vol.24
, pp. 115-121
-
-
Papayianni, J.1
Valiasis, T.2
-
24
-
-
0004244897
-
Fire performance of high-strength concrete: A report of the state of the art
-
Rep. No.NISTIR 5934, National Institute of Standards and Technology, Gaithersburg, Md.
-
Phan L.T. Fire performance of high-strength concrete: A report of the state of the art. 1996, Rep. No.NISTIR 5934, National Institute of Standards and Technology, Gaithersburg, Md.
-
(1996)
-
-
Phan, L.T.1
-
25
-
-
0036461520
-
Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures
-
AMAJEF, 0889-325X.
-
Phan L.T. Carino N. Effects of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures. ACI Mater. J. 2002, 99(1):54-66. AMAJEF, 0889-325X.
-
(2002)
ACI Mater. J.
, vol.99
, Issue.1
, pp. 54-66
-
-
Phan, L.T.1
Carino, N.2
-
26
-
-
0035466154
-
Comparison of the strength and durability performance of normal- and high-strength Pozzolanic concretes at elevated temperatures
-
CCNRAI, 0008-8846, 10.1016/S0008-8846(01)00580-4.
-
Poon C. Azhar S. Anson M. Wong Y. Comparison of the strength and durability performance of normal- and high-strength Pozzolanic concretes at elevated temperatures. Cem. Concr. Res. 2001, 31:1291-1300. CCNRAI, 0008-8846, 10.1016/S0008-8846(01)00580-4.
-
(2001)
Cem. Concr. Res.
, vol.31
, pp. 1291-1300
-
-
Poon, C.1
Azhar, S.2
Anson, M.3
Wong, Y.4
-
27
-
-
77249094369
-
Material and environmental factors influencing the compressive strength of unsealed cement paste and concrete at high temperatures
-
MCORAV, 0024-9831.
-
Sarshar R. Khoury G.A. Material and environmental factors influencing the compressive strength of unsealed cement paste and concrete at high temperatures. Mag. Concrete Res. 1993, 45(162):51-61. MCORAV, 0024-9831.
-
(1993)
Mag. Concrete Res.
, vol.45
, Issue.162
, pp. 51-61
-
-
Sarshar, R.1
Khoury, G.A.2
-
28
-
-
9644254346
-
Influence of elevated temperatures on the mechanical properties of blended cement concretes prepared with limestone and siliceous aggregates
-
CCOCEG, 0958-9465, 10.1016/j.cemconcomp.2004.02.013.
-
Savva A. Manita P. Sideris K.K. Influence of elevated temperatures on the mechanical properties of blended cement concretes prepared with limestone and siliceous aggregates. Cem. Concr. Compos. 2005, 27(2):239-248. CCOCEG, 0958-9465, 10.1016/j.cemconcomp.2004.02.013.
-
(2005)
Cem. Concr. Compos.
, vol.27
, Issue.2
, pp. 239-248
-
-
Savva, A.1
Manita, P.2
Sideris, K.K.3
-
29
-
-
26144470236
-
Fire endurance of high-strength concrete slabs
-
Report, Construction Technology Laboratories, Skokie, 27.
-
Shirley S.T. Burg R.G. Fiorato A.E. Fire endurance of high-strength concrete slabs. 1987, Report, Construction Technology Laboratories, Skokie, 27.
-
(1987)
-
-
Shirley, S.T.1
Burg, R.G.2
Fiorato, A.E.3
-
30
-
-
0000837384
-
Soniscope tests concrete structures
-
JACIAX, 0002-8061.
-
Whitehurst E. Soniscope tests concrete structures. J. Am. Concr. Inst. 1951, 47:433-444. JACIAX, 0002-8061.
-
(1951)
J. Am. Concr. Inst.
, vol.47
, pp. 433-444
-
-
Whitehurst, E.1
-
31
-
-
77951009527
-
Comparison of ASTM E 119 fire endurance exposure of two EMSAC concretes with similar conventional concretes
-
Rep. No.UCB FRG 87-1, Univ. of California, Berkeley, Calif.
-
Williams R.B. Rashed A.I. Comparison of ASTM E 119 fire endurance exposure of two EMSAC concretes with similar conventional concretes. 1987, Rep. No.UCB FRG 87-1, Univ. of California, Berkeley, Calif.
-
(1987)
-
-
Williams, R.B.1
Rashed, A.I.2
-
32
-
-
0036590517
-
Residual fracture toughness of normal- and high-strength gravel concrete after heating to 600°C
-
Zhang B. Bicanic N. Residual fracture toughness of normal- and high-strength gravel concrete after heating to 600°C. Materials Journal 2002, 99(3):217-226.
-
(2002)
Materials Journal
, vol.99
, Issue.3
, pp. 217-226
-
-
Zhang, B.1
Bicanic, N.2
|