-
1
-
-
0000108730
-
The formulation of equilibrium cracks during brittle fracture, general ideas and hypothesis, axially symmetric cracks
-
Barenblatt G.I. The formulation of equilibrium cracks during brittle fracture, general ideas and hypothesis, axially symmetric cracks. Prikl. Mat. Mech. 1959, 23(3):434-444.
-
(1959)
Prikl. Mat. Mech.
, vol.23
, Issue.3
, pp. 434-444
-
-
Barenblatt, G.I.1
-
2
-
-
77649193465
-
The mathematical theory of equilibrium of cracks in brittle failure
-
AAMCAY, 0065-2156, 10.1016/S0065-2156(08)70121-2
-
Barenblatt G.I. The mathematical theory of equilibrium of cracks in brittle failure. Adv. Appl. Mech. 1962, 7:55-129. AAMCAY, 0065-2156, 10.1016/S0065-2156(08)70121-2,.
-
(1962)
Adv. Appl. Mech.
, vol.7
, pp. 55-129
-
-
Barenblatt, G.I.1
-
4
-
-
0042373018
-
-
Cambridge University Press, Cambridge, UK.
-
Barenblatt G.I. Scaling 2003, Cambridge University Press, Cambridge, UK.
-
(2003)
Scaling
-
-
Barenblatt, G.I.1
-
5
-
-
0016942524
-
Instability, ductility, and size effect in strain-softening concrete
-
JMCEA3, 0044-7951
-
Bažant Z.P. Instability, ductility, and size effect in strain-softening concrete. J. Eng. Mech. Div. 1976, 102(2):331-344. JMCEA3, 0044-7951,.
-
(1976)
J. Eng. Mech. Div.
, vol.102
, Issue.2
, pp. 331-344
-
-
Bažant, Z.P.1
-
6
-
-
56849127821
-
Discussion of 'Instability, ductility, and size effect in strain-softening concrete' by Guillermo J. Creus
-
JMCEA3, 0044-7951
-
Bažant Z.P. Discussion of 'Instability, ductility, and size effect in strain-softening concrete' by Guillermo J. Creus. J. Eng. Mech. Div. 1977, 103(2):357-358. JMCEA3, 0044-7951,.
-
(1977)
J. Eng. Mech. Div.
, vol.103
, Issue.2
, pp. 357-358
-
-
Bažant, Z.P.1
-
7
-
-
79961082521
-
Discussion of 'Instability, ductility, and size effect in strain-softening concrete' by Lorenzo Jurina
-
JMCEA3, 0044-7951
-
Bažant Z.P. Discussion of 'Instability, ductility, and size effect in strain-softening concrete' by Lorenzo Jurina. J. Eng. Mech. Div. 1977, 103(4):775-777. JMCEA3, 0044-7951,.
-
(1977)
J. Eng. Mech. Div.
, vol.103
, Issue.4
, pp. 775-777
-
-
Bažant, Z.P.1
-
8
-
-
56849127821
-
Closure of 'Instability, ductility, and size effect in strain-softening concrete'
-
JMCEA3, 0044-7951
-
Bažant Z.P. Closure of 'Instability, ductility, and size effect in strain-softening concrete'. J. Eng. Mech. Div. 1978, 104(2):501-502. JMCEA3, 0044-7951,.
-
(1978)
J. Eng. Mech. Div.
, vol.104
, Issue.2
, pp. 501-502
-
-
Bažant, Z.P.1
-
9
-
-
0021410063
-
Size effect in blunt fracture: Concrete, rock, metal
-
JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1984)110:4(518)
-
Bažant Z.P. Size effect in blunt fracture: Concrete, rock, metal. J. Eng. Mech. 1984, 110(4):518-535. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1984)110:4(518),.
-
(1984)
J. Eng. Mech.
, vol.110
, Issue.4
, pp. 518-535
-
-
Bažant, Z.P.1
-
10
-
-
0030984399
-
Scaling of quasibrittle fracture: Asymptotic analysis
-
IJFRAP, 0376-9429, 10.1023/A:1007387823522
-
Bažant Z.P. Scaling of quasibrittle fracture: Asymptotic analysis. Int. J. Fract. 1997, 83(1):19-40. IJFRAP, 0376-9429, 10.1023/A:1007387823522,.
-
(1997)
Int. J. Fract.
, vol.83
, Issue.1
, pp. 19-40
-
-
Bažant, Z.P.1
-
11
-
-
4544266353
-
Scaling theory for quaisbrittle structural failure
-
PNASA6, 0027-8424, 10.1073/pnas.0404096101
-
Bažant Z.P. Scaling theory for quaisbrittle structural failure. Proc. Natl. Acad. Sci. U.S.A. 2004, 101(37):13400. PNASA6, 0027-8424, 10.1073/pnas.0404096101,.
-
(2004)
Proc. Natl. Acad. Sci. U.S.A.
, vol.101
, Issue.37
, pp. 13400
-
-
Bažant, Z.P.1
-
13
-
-
0036532008
-
Statistical prediction of fracture parameters of concrete and implications for choice of testing standard
-
CCNRAI, 0008-8846, 10.1016/S0008-8846(01)00723-2
-
Bažant Z.P. Becq-Giraudon E. Statistical prediction of fracture parameters of concrete and implications for choice of testing standard. Cem. Concr. Res. 2002, 32(4):529-556. CCNRAI, 0008-8846, 10.1016/S0008-8846(01)00723-2, and.
-
(2002)
Cem. Concr. Res.
, vol.32
, Issue.4
, pp. 529-556
-
-
Bažant, Z.P.1
Becq-Giraudon, E.2
-
14
-
-
0025451526
-
Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete
-
IJFRAP, 0376-9429, 10.1007/BF00047063
-
Bažant Z.P. Kazemi M.T. Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete. Int. J. Fract. 1990, 44:111-131. IJFRAP, 0376-9429, 10.1007/BF00047063, and (a).
-
(1990)
Int. J. Fract.
, vol.44
, pp. 111-131
-
-
Bažant, Z.P.1
Kazemi, M.T.2
-
15
-
-
0025460762
-
Size effect in fracture of ceramics and its use to determine fracture energy and effective process zone length
-
JACTAW, 0002-7820, 10.1111/j.1151-2916.1990.tb05233.x
-
Bažant Z.P. Kazemi M.T. Size effect in fracture of ceramics and its use to determine fracture energy and effective process zone length. J. Am. Ceram. Soc. 1990, 73(7):1841-1853. JACTAW, 0002-7820, 10.1111/j.1151-2916.1990.tb05233.x, and (b).
-
(1990)
J. Am. Ceram. Soc.
, vol.73
, Issue.7
, pp. 1841-1853
-
-
Bažant, Z.P.1
Kazemi, M.T.2
-
16
-
-
0026156119
-
Size effect on diagonal shear failure of beams without stirrups
-
ASTJEG, 0889-3241
-
Bažant Z.P. Kazemi M.T. Size effect on diagonal shear failure of beams without stirrups. ACI Struct. J. 1991, 88(3):268-276. ASTJEG, 0889-3241, and.
-
(1991)
ACI Struct. J.
, vol.88
, Issue.3
, pp. 268-276
-
-
Bažant, Z.P.1
Kazemi, M.T.2
-
17
-
-
0023133089
-
Size effect tests and fracture characteristics of aluminum
-
EFMEAH, 0013-7944, 10.1016/0013-7944(87)90078-6
-
Bažant Z.P. Lee S.-G. Pfeiffer P.A. Size effect tests and fracture characteristics of aluminum. Eng. Fract. Mech. 1987, 26(1):45-57. EFMEAH, 0013-7944, 10.1016/0013-7944(87)90078-6, and.
-
(1987)
Eng. Fract. Mech.
, vol.26
, Issue.1
, pp. 45-57
-
-
Bažant, Z.P.1
Lee, S.-G.2
Pfeiffer, P.A.3
-
18
-
-
0020750862
-
Crack band theory for fracture of concrete
-
MASTED, 1359-5997
-
Bažant Z.P. Oh B.-H. Crack band theory for fracture of concrete. Mater. Struct. 1983, 16(3):155-177. MASTED, 1359-5997, and.
-
(1983)
Mater. Struct.
, vol.16
, Issue.3
, pp. 155-177
-
-
Bažant, Z.P.1
Oh, B.-H.2
-
19
-
-
0023455815
-
Determination of fracture energy from size effect and brittleness number
-
AMAJEF, 0889-325X
-
Bažant Z.P. Pfeiffer P.A. Determination of fracture energy from size effect and brittleness number. ACI Mater. J. 1987, 84(6):463-480. AMAJEF, 0889-325X, and.
-
(1987)
ACI Mater. J.
, vol.84
, Issue.6
, pp. 463-480
-
-
Bažant, Z.P.1
Pfeiffer, P.A.2
-
21
-
-
17744403231
-
Choice of standard fracture test for concrete and its statistical evaluation
-
IJFRAP, 0376-9429, 10.1023/A:1023399125413
-
Bažant Z.P. Yu Q. Zi G. Choice of standard fracture test for concrete and its statistical evaluation. Int. J. Fract. 2002, 118:303-337. IJFRAP, 0376-9429, 10.1023/A:1023399125413, and.
-
(2002)
Int. J. Fract.
, vol.118
, pp. 303-337
-
-
Bažant, Z.P.1
Yu, Q.2
Zi, G.3
-
22
-
-
34548793319
-
Bulletin d'information du Comité Euro-International du Béton
-
Comité Euro-International du Béton-Fédération International du Béton (CEB-FIP),CEB-FIP model code 1990, final draft, Laussane, Switzerland.
-
Bulletin d'information du Comité Euro-International du Béton. 1991, 203-205. Comité Euro-International du Béton-Fédération International du Béton (CEB-FIP), CEB-FIP model code 1990, final draft, Laussane, Switzerland.
-
(1991)
, pp. 203-205
-
-
-
23
-
-
69249221281
-
Cohesive crack analysis of size effect
-
EFMEAH, 0013-7944, 10.1016/j.engfracmech.2009.06.008
-
Cusatis G. Schauffert E.A. Cohesive crack analysis of size effect. Eng. Fract. Mech. 2009, 76(14):2163-2173. EFMEAH, 0013-7944, 10.1016/j.engfracmech.2009.06.008, and.
-
(2009)
Eng. Fract. Mech.
, vol.76
, Issue.14
, pp. 2163-2173
-
-
Cusatis, G.1
Schauffert, E.A.2
-
24
-
-
0004725612
-
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
-
CCNRAI, 0008-8846, 10.1016/0008-8846(76)90007-7
-
Hillerborg A. Modéer M. Petersson P.E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cem. Concr. Res. 1976, 6(6):773-782. CCNRAI, 0008-8846, 10.1016/0008-8846(76)90007-7, and.
-
(1976)
Cem. Concr. Res.
, vol.6
, Issue.6
, pp. 773-782
-
-
Hillerborg, A.1
Modéer, M.2
Petersson, P.E.3
-
25
-
-
0000602614
-
Fracture
-
Flügge,ed., Springer-Verlag, Berlin
-
Irwin G.R. Fracture. In Handbuch der Physik 1958, 6:551-590. Flügge, ed., Springer-Verlag, Berlin, Vol.
-
(1958)
In Handbuch der Physik
, vol.6
, pp. 551-590
-
-
Irwin, G.R.1
-
26
-
-
84977255311
-
Direct measurement of fracture energies of brittle heterogeneous material
-
JACTAW, 0002-7820, 10.1111/j.1151-2916.1965.tb14677.x
-
Nakayama J. Direct measurement of fracture energies of brittle heterogeneous material. J. Am. Ceram. Soc. 1965, 48(11):583-587. JACTAW, 0002-7820, 10.1111/j.1151-2916.1965.tb14677.x,.
-
(1965)
J. Am. Ceram. Soc.
, vol.48
, Issue.11
, pp. 583-587
-
-
Nakayama, J.1
-
27
-
-
0003941527
-
Crack growth and development of fracture zone in plain concrete and similar materials
-
Rep. No. TVBM-1006, Division of Building Materials, Lund Institute of Technology, Lund, Sweden.
-
Petersson P.E. Crack growth and development of fracture zone in plain concrete and similar materials. 1981, Rep. No. TVBM-1006, Division of Building Materials, Lund Institute of Technology, Lund, Sweden.
-
(1981)
-
-
Petersson, P.E.1
-
28
-
-
0003077565
-
-
H. Liebowitz, ed., Academic Press, New York.
-
Rice J.R. Mathematical analysis in the mechanics of fracture-An advanced treatise 1968, 2:191-308. H. Liebowitz, Vol. ed., Academic Press, New York.
-
(1968)
Mathematical analysis in the mechanics of fracture-An advanced treatise
, vol.2
, pp. 191-308
-
-
Rice, J.R.1
-
29
-
-
51249175037
-
Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams
-
RILEM, MASTED, 1359-5997, 10.1007/BF02472917
-
Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams. Mater. Struct. 1985, 18(4):285-290. RILEM, MASTED, 1359-5997, 10.1007/BF02472917,.
-
(1985)
Mater. Struct.
, vol.18
, Issue.4
, pp. 285-290
-
-
-
30
-
-
0025519750
-
Size-effect method for determining fracture energy and process zone size of concrete
-
RILEM, MASTED, 1359-5997, 10.1007/BF02472030
-
Size-effect method for determining fracture energy and process zone size of concrete. Mater. Struct. 1990, 23:461-465. RILEM, MASTED, 1359-5997, 10.1007/BF02472030,.
-
(1990)
Mater. Struct.
, vol.23
, pp. 461-465
-
-
-
31
-
-
7544245977
-
Quasibrittle fracture scaling and size effect-Final rep.
-
RILEM TC QFS, MASTED, 1359-5997, 10.1617/14109
-
Quasibrittle fracture scaling and size effect-Final rep. Mater. Struct. 2004, 37(272):547-586. RILEM TC QFS, MASTED, 1359-5997, 10.1617/14109
-
(2004)
Mater. Struct.
, vol.37
, Issue.272
, pp. 547-586
-
-
-
32
-
-
0002757630
-
Testing methods to determine tensile strain softening curve and fracture energy of concrete
-
H. Mihashi, H. Takahashi, F. H. Wittmann and , eds., Balkema, Rotterdam.
-
Rokugo K. Iwasa M. Suzuki T. Koyanagi W. Testing methods to determine tensile strain softening curve and fracture energy of concrete. Fracture toughness and fracture energy: Test methods for concrete and rock 1989, 153-163. H. Mihashi, H. Takahashi, F. H. Wittmann, and and eds., Balkema, Rotterdam.
-
(1989)
Fracture toughness and fracture energy: Test methods for concrete and rock
, pp. 153-163
-
-
Rokugo, K.1
Iwasa, M.2
Suzuki, T.3
Koyanagi, W.4
-
33
-
-
0000657732
-
The work of fracture and its measurement in metals, ceramics and other materials
-
JMTSAS, 0022-2461, 10.1007/BF00550177
-
Tatersall H.G. Tapin G. The work of fracture and its measurement in metals, ceramics and other materials. J. Mater. Sci. 1966, 1(3):296-301. JMTSAS, 0022-2461, 10.1007/BF00550177, and.
-
(1966)
J. Mater. Sci.
, vol.1
, Issue.3
, pp. 296-301
-
-
Tatersall, H.G.1
Tapin, G.2
-
34
-
-
0015430783
-
Fracture of plain concrete
-
ICJOAL, 0019-4565
-
Walsh P.E. Fracture of plain concrete. Indian Concr. J. 1972, 46(11):469-476. ICJOAL, 0019-4565,.
-
(1972)
Indian Concr. J.
, vol.46
, Issue.11
, pp. 469-476
-
-
Walsh, P.E.1
-
35
-
-
0016926840
-
Crack initiation in plain concrete
-
MCORAV, 0024-9831, 10.1680/macr.1976.28.94.37
-
Walsh P.E. Crack initiation in plain concrete. Mag. Concr. Res. 1976, 28(94):37-41. MCORAV, 0024-9831, 10.1680/macr.1976.28.94.37,.
-
(1976)
Mag. Concr. Res.
, vol.28
, Issue.94
, pp. 37-41
-
-
Walsh, P.E.1
-
37
-
-
84987266075
-
A statistical distribution function of wide applicability
-
JAMCAV, 0021-8936
-
Weibull W. statistical distribution function of wide applicability. J. Appl. Mech. 1951, 18:293-297. JAMCAV, 0021-8936,.
-
(1951)
J. Appl. Mech.
, vol.18
, pp. 293-297
-
-
Weibull, W.1
-
38
-
-
0023857019
-
Fracture energy and strain softening of concrete as determined by means of compact tension specimens
-
MASTED, 1359-5997, 10.1007/BF02472525
-
Wittmann F.H. Rokugo K. Brühwiler E. Mihashi H. Simonin P. Fracture energy and strain softening of concrete as determined by means of compact tension specimens. Mater. Struct. 1988, 21(1):21-32. MASTED, 1359-5997, 10.1007/BF02472525, and.
-
(1988)
Mater. Struct.
, vol.21
, Issue.1
, pp. 21-32
-
-
Wittmann, F.H.1
Rokugo, K.2
Brühwiler, E.3
Mihashi, H.4
Simonin, P.5
-
39
-
-
77950985916
-
Problems with Hu-Duan boundary effect model and its comparison to size-shape effect law for quasi-brittle fracture
-
JENMDT, 0733-9399, 10.1061/(ASCE)EM.1943-7889.89
-
Yu Q. Le J.-L. Hoover C.G. Bažant Z.P. Problems with Hu-Duan boundary effect model and its comparison to size-shape effect law for quasi-brittle fracture. J. Eng. Mech. 2010, 136(1):40-50. JENMDT, 0733-9399, 10.1061/(ASCE)EM.1943-7889.89, and.
-
(2010)
J. Eng. Mech.
, vol.136
, Issue.1
, pp. 40-50
-
-
Yu, Q.1
Le, J.-L.2
Hoover, C.G.3
Bažant, Z.P.4
|