-
1
-
-
0033878662
-
Residual fracture properties of normal- and high-strength concrete subjected to elevated temperatures
-
Apr.
-
Zhang, B.; Bicanic, N.; Pearce, C. J.; and Balabanic, G., "Residual Fracture Properties of Normal- and High-Strength Concrete Subjected to Elevated Temperatures," Magazine of Concrete Research, V. 52, No. 2, Apr. 2000, pp. 123-136
-
(2000)
Magazine of Concrete Research
, vol.52
, Issue.2
, pp. 123-136
-
-
Zhang, B.1
Bicanic, N.2
Pearce, C.J.3
Balabanic, G.4
-
2
-
-
0000321295
-
Residual fracture properties of normal- and high-strength concrete subjected to elevated temperatures
-
and discussion; June
-
Zhang, B.; Bicanic, N.; Pearce, C. J.; and Balabanic, G., "Residual Fracture Properties of Normal- and High-Strength Concrete Subjected to Elevated Temperatures," Magazine of Concrete Research, and discussion, V. 53, No. 3, June 2001, pp. 221-224.
-
(2001)
Magazine of Concrete Research
, vol.53
, Issue.3
, pp. 221-224
-
-
Zhang, B.1
Bicanic, N.2
Pearce, C.J.3
Balabanic, G.4
-
3
-
-
0034286780
-
Assessment of toughness of concrete subjected to elevated temperature from complete load-displacement curve-Part I: General introduct Part II: Experimental investigations
-
Sept.-Oct.
-
Zhang, B.; Bicanic, N.; Pearce, C. J.; and Balabanic, G., "Assessment of Toughness of Concrete Subjected to Elevated Temperature from Complete Load-Displacement Curve-Part I: General Introduct Part II: Experimental Investigations," ACI Materials Journal, V. 97, No. 5, Sept.-Oct. 2000, pp. 550-566.
-
(2000)
ACI Materials Journal
, vol.97
, Issue.5
, pp. 550-566
-
-
Zhang, B.1
Bicanic, N.2
Pearce, C.J.3
Balabanic, G.4
-
4
-
-
0036499826
-
Relationship between brittleness and moisture loss of concrete exposed to high temperatures
-
Zhang, B.; Bicanic, N.; Pearce, C. J.; and Phillips D. V., "Relationship between Brittleness and Moisture Loss of Concrete Exposed to High Temperatures," Cement and Concrete Research, V. 32, 2002, pp. 363-371.
-
(2002)
Cement and Concrete Research
, vol.32
, pp. 363-371
-
-
Zhang, B.1
Bicanic, N.2
Pearce, C.J.3
Phillips, D.V.4
-
5
-
-
0004000443
-
-
Longman, Harlow, Essex, England
-
Bazant, Z. P., and Kaplan, M. F., Concrete at High Temperatures: Materials Properties and Mathematical Models, Longman, Harlow, Essex, England, 1996, 412 pp.
-
(1996)
Concrete at High Temperatures: Materials Properties and Mathematical Models
, pp. 412
-
-
Bazant, Z.P.1
Kaplan, M.F.2
-
6
-
-
0008568057
-
-
RILEM Committee 44-PHT; U. Schneider, ed., Department of Civil Engineering, Gesamthochschule, Kassel University, Kassel, Germany
-
RILEM Committee 44-PHT, Behaviour of Concrete at High Temperatures, U. Schneider, ed., Department of Civil Engineering, Gesamthochschule, Kassel University, Kassel, Germany, 1985, 122 pp.
-
(1985)
Behaviour of Concrete at High Temperatures
, pp. 122
-
-
-
7
-
-
0023043896
-
Concrete at high temperatures-A general review
-
Schneider, U., "Concrete at High Temperatures-A General Review," Fire Safety Journal, V. 13, 1988, pp. 55-68.
-
(1988)
Fire Safety Journal
, vol.13
, pp. 55-68
-
-
Schneider, U.1
-
8
-
-
0032007150
-
Review of mechanical properties of HSC at elevated temperature
-
ASCE; Feb.
-
Phan, L. T., and Carino, N. J., "Review of Mechanical Properties of HSC at Elevated Temperature," Journal of Materials in Civil Engineering, ASCE, V. 10, No. 1, Feb. 1998, pp. 58-64.
-
(1998)
Journal of Materials in Civil Engineering
, vol.10
, Issue.1
, pp. 58-64
-
-
Phan, L.T.1
Carino, N.J.2
-
9
-
-
0032068868
-
Relationship between pore structure and mechanical properties of ordinary concrete under bending fatigue
-
Zhang, B., "Relationship between Pore Structure and Mechanical Properties of Ordinary Concrete under Bending Fatigue," Cement and Concrete Research, V. 28, 1998, pp. 699-711.
-
(1998)
Cement and Concrete Research
, vol.28
, pp. 699-711
-
-
Zhang, B.1
-
10
-
-
0033886128
-
Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800°C
-
Yan, Y. N.; Luo, X.; and Sun, W., "Compressive Strength and Pore Structure of High-Performance Concrete after Exposure to High Temperature up to 800°C," Cement and Concrete Research, V. 30, 2000, pp. 247-251.
-
(2000)
Cement and Concrete Research
, vol.30
, pp. 247-251
-
-
Yan, Y.N.1
Luo, X.2
Sun, W.3
-
11
-
-
0011524517
-
An analytical approach for investigating the causes of spalling of high-strength concrete at elevated temperatures
-
National Institute of Standards and Technology, Gaithersbu Md.
-
Ahmad, G. N., and Hurst, J. P., "An Analytical Approach for Investigating the Causes of Spalling of High-Strength Concrete at Elevated Temperatures," Proceedings of International Workshop on Fire Performance of High Performance Concrete, National Institute of Standards and Technology, Gaithersbu Md., 1997, pp. 95-108.
-
(1997)
Proceedings of International Workshop on Fire Performance of High Performance Concrete
, pp. 95-108
-
-
Ahmad, G.N.1
Hurst, J.P.2
-
12
-
-
0031096453
-
Effect of confinement on siliceous aggregate concrete subjected to elevated temperatures and cyclic heating
-
Mar.-Apr.
-
Terro, M. J., and Hamoush, S. A., "Effect of Confinement on Siliceous Aggregate Concrete Subjected to Elevated Temperatures and Cyclic Heating," ACI Materials Journal, V. 94, No. 2, Mar.-Apr. 1997, pp. 83-89.
-
(1997)
ACI Materials Journal
, vol.94
, Issue.2
, pp. 83-89
-
-
Terro, M.J.1
Hamoush, S.A.2
-
13
-
-
0029277152
-
Fracture toughness of concrete at high temperature
-
Prokopski, G., "Fracture Toughness of Concrete at High Temperature," Journal of Materials Science, V. 30, 1995, pp. 1609-1612.
-
(1995)
Journal of Materials Science
, vol.30
, pp. 1609-1612
-
-
Prokopski, G.1
-
14
-
-
0032205892
-
Residual fracture toughness of concrete exposed to elevated temperature
-
Nov.-Dec.
-
Hamoush, S. A.; Abdel-Fattah, H.; and McGinley, M. W., "Residual Fracture Toughness of Concrete Exposed to Elevated Temperature," ACI Structural Journal, V. 95, No. 6, Nov.-Dec. 1998, pp. 689-694.
-
(1998)
ACI Structural Journal
, vol.95
, Issue.6
, pp. 689-694
-
-
Hamoush, S.A.1
Abdel-Fattah, H.2
McGinley, M.W.3
-
15
-
-
0024047928
-
Effect of temperature and humidity on fracture energy of concrete
-
July-Aug.
-
Bažant, Z. P., and Prat, P. C., "Effect of Temperature and Humidity on Fracture Energy of Concrete," ACI Materials Journal, V. 85, No. 4, July-Aug. 1988, pp. 262-271.
-
(1988)
ACI Materials Journal
, vol.85
, Issue.4
, pp. 262-271
-
-
Bažant, Z.P.1
Prat, P.C.2
-
16
-
-
0000174773
-
The effect of exposure to elevated temperatures on the fracture energy of plain concrete
-
Baker, G., "The Effect of Exposure to Elevated Temperatures on the Fracture Energy of Plain Concrete," RILEM Journal of Materials and Structures, V. 29, 1996, pp. 383-388.
-
(1996)
RILEM Journal of Materials and Structures
, vol.29
, pp. 383-388
-
-
Baker, G.1
-
17
-
-
0032119088
-
Effects of high temperatures on the residual compressive strength of high-strength siliceous, concretes
-
July-Aug.
-
Felicetti, R., and Gambarova, P. G., "Effects of High Temperatures on the Residual Compressive Strength of High-Strength Siliceous, Concretes," ACI Materials Journal, V. 95, No. 4, July-Aug. 1998, pp. 395-406.
-
(1998)
ACI Materials Journal
, vol.95
, Issue.4
, pp. 395-406
-
-
Felicetti, R.1
Gambarova, P.G.2
-
18
-
-
0008602376
-
Fracture energy of high-performance concrete at temperatures up to 450°C
-
A. A. Balkema Publishers
-
Zhang, B, and Bicanic, N., "Fracture Energy of High-Performance Concrete at Temperatures up to 450°C," Fourth International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS 4). Cachan, France, A. A. Balkema Publishers, pp. 461-468.
-
Fourth International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS 4). Cachan, France
, pp. 461-468
-
-
Zhang, B.1
Bicanic, N.2
-
19
-
-
0001278167
-
Crack propagation and the fracture of concrete
-
Nov.
-
Kaplan, M. F., "Crack Propagation and the Fracture of Concrete," ACI Journal, Proceedings V. 58, No. 5, Nov. 1961, pp. 591-610.
-
(1961)
ACI Journal, Proceedings
, vol.58
, Issue.5
, pp. 591-610
-
-
Kaplan, M.F.1
-
20
-
-
0022659241
-
Nonlinear fracture properties from size effect tests
-
ASCE; Feb.
-
Bažant, Z. P.; Kim, J.-K.; and Pfeiffer, P. A., "Nonlinear Fracture Properties from Size Effect Tests," Journal of Structural Engineering, ASCE, V. 112, No. 2, Feb. 1986, pp. 289-307.
-
(1986)
Journal of Structural Engineering
, vol.112
, Issue.2
, pp. 289-307
-
-
Bažant, Z.P.1
Kim, J.-K.2
Pfeiffer, P.A.3
-
21
-
-
0025511539
-
Fracture properties and brittleness of high-strength concrete
-
Nov.-Dec.
-
Gettu, R.; Bažant, Z. P.; and Karr, M. E., "Fracture Properties and Brittleness of High-Strength Concrete," ACI Materials Journal, V. 87, No. 6, Nov.-Dec. 1990, pp. 608-618.
-
(1990)
ACI Materials Journal
, vol.87
, Issue.6
, pp. 608-618
-
-
Gettu, R.1
Bažant, Z.P.2
Karr, M.E.3
-
22
-
-
0004725612
-
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
-
Hillerborg, A.; Modeer, M.; and Petersson, P. E., "Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements," Cement and Concrete Research, V. 6, No. 6, 1976, pp. 773-782.
-
(1976)
Cement and Concrete Research
, vol.6
, Issue.6
, pp. 773-782
-
-
Hillerborg, A.1
Modeer, M.2
Petersson, P.E.3
-
23
-
-
0002357390
-
Experimental methods for determining fracture process zone and fracture parameters
-
Shah, S. P., "Experimental Methods for Determining Fracture Process Zone and Fracture Parameters," Engineering Fracture Mechanics, V. 35, No. 1/2/3, 1990, pp. 3-14.
-
(1990)
Engineering Fracture Mechanics
, vol.35
, Issue.1-3
, pp. 3-14
-
-
Shah, S.P.1
-
24
-
-
0021596621
-
Effect of specimen and crack sizes, water/cement ratio and coarse aggregate texture upon fracture toughness of concrete
-
Dec.
-
Nallathambi, P.; Karihaloo, B. L.; and Heaton, B. S., "Effect of Specimen and Crack Sizes, Water/Cement Ratio and Coarse Aggregate Texture upon Fracture Toughness of Concrete," Magazine of Concrete Research, V. 36, No. 129, Dec. 1984, pp. 227-236.
-
(1984)
Magazine of Concrete Research
, vol.36
, Issue.129
, pp. 227-236
-
-
Nallathambi, P.1
Karihaloo, B.L.2
Heaton, B.S.3
-
25
-
-
0024705957
-
An improved effective crack model for the determination of fracture toughness of concrete
-
Karihaloo, B. L., and Nallathambi, P., "An Improved Effective Crack Model for the Determination of Fracture Toughness of Concrete," Cement and Concrete Research, V. 19, 1989, pp. 603-610.
-
(1989)
Cement and Concrete Research
, vol.19
, pp. 603-610
-
-
Karihaloo, B.L.1
Nallathambi, P.2
-
26
-
-
0007086918
-
C) of plain concrete using three-point bend tests
-
RILEM Technical Committee 89 FME
-
C) of Plain Concrete using Three-Point Bend Tests," RILEM Materials and Structures, V. 23, 1990, pp. 457-460.
-
(1990)
RILEM Materials and Structures
, vol.23
, pp. 457-460
-
-
-
27
-
-
0025519750
-
Draft recommendation: Size-effect method for determining fracture energy and process zone size of concrete
-
RILEM Technical Committee 89 FME
-
RILEM Technical Committee 89 FME, "Draft Recommendation: Size-Effect Method for Determining Fracture Energy and Process Zone Size of Concrete," RILEM Journal of Materials and Structures, V. 23, 1990, pp. 461-465.
-
(1990)
RILEM Journal of Materials and Structures
, vol.23
, pp. 461-465
-
-
-
28
-
-
0012665951
-
Draft recommendation: Determination of the fracture energy of mortar and concrete by means of three-point bend test on notched beams
-
RILEM Technical Committee 50 FMC
-
RILEM Technical Committee 50 FMC, "Draft Recommendation: Determination of the Fracture Energy of Mortar and Concrete by Means of Three-Point Bend Test on Notched Beams," RILEM Journal of Materials and Structures, V. 18, 1985, pp. 407-413.
-
(1985)
RILEM Journal of Materials and Structures
, vol.18
, pp. 407-413
-
-
-
29
-
-
0012665952
-
F test results
-
F. H. Wittmann, ed., ETH Zurich, Switzerland
-
F Test Results," Proceedings of the 2nd International Conference on Fracture Mechanics of Concrete Structures (FRAMCOS 2), F. H. Wittmann, ed., ETH Zurich, Switzerland, 1995, pp. 3-16.
-
(1995)
Proceedings of the 2nd International Conference on Fracture Mechanics of Concrete Structures (FRAMCOS 2)
, pp. 3-16
-
-
Brokenshire, D.R.1
Barr, B.I.G.2
|