-
1
-
-
0035353829
-
Effect of concrete strength and minimum stirrups on shear strength of large members
-
Angelakos, D., Bentz, E. C., and Collins, M. P. (2001). "Effect of concrete strength and minimum stirrups on shear strength of large members." ACI Struct. J., 98 (3), 290-300.
-
(2001)
ACI Struct. J.
, vol.98
, Issue.3
, pp. 290-300
-
-
Angelakos, D.1
Bentz, E.C.2
Collins, M.P.3
-
2
-
-
0000108730
-
The formation of equilibrium cracks during brittle fracture. General ideas and hypothesis, axially symmetric cracks
-
Barenblatt, G. I. (1959). "The formation of equilibrium cracks during brittle fracture. General ideas and hypothesis, axially symmetric cracks." Prikl. Mat. Mekh., 23, 434-444.
-
(1959)
Prikl. Mat. Mekh.
, vol.23
, pp. 434-444
-
-
Barenblatt, G.I.1
-
3
-
-
77649193465
-
The mathematical theory of equilibrium of cracks in brittle fracture
-
Barenblatt, G. I. (1962). "The mathematical theory of equilibrium of cracks in brittle fracture." Adv. Appl. Mech., 7, 55-129.
-
(1962)
Adv. Appl. Mech.
, vol.7
, pp. 55-129
-
-
Barenblatt, G.I.1
-
4
-
-
0021410063
-
Size effect in blunt fracture: Concrete, rock, metal
-
Bažant, Z. P. (1984). "Size effect in blunt fracture: Concrete, rock, metal." J. Eng. Mech., 110(4), 518-535.
-
(1984)
J. Eng. Mech.
, vol.110
, Issue.4
, pp. 518-535
-
-
Bažant, Z.P.1
-
5
-
-
0023542520
-
Fracture energy of heterogeneous material and similitude
-
Houston, S. P. Shah and S. E. Swartz, eds., SEM
-
Bažant, Z. P. (1987). "Fracture energy of heterogeneous material and similitude." Preprints, Proc. SEM-RILEM Int. Conf. on Fracture of Concrete and Rock, Houston, S. P. Shah and S. E. Swartz, eds., SEM, 390-402.
-
(1987)
Preprints, Proc. SEM-RILEM Int. Conf. on Fracture of Concrete and Rock
, pp. 390-402
-
-
Bažant, Z.P.1
-
6
-
-
0031411436
-
Fracturing truss model: Size effect in shear failure of reinforced concrete
-
Bažant, Z. P. (1997). "Fracturing truss model: Size effect in shear failure of reinforced concrete." J. Eng. Mech., 123 (12), 1276-1288.
-
(1997)
J. Eng. Mech.
, vol.123
, Issue.12
, pp. 1276-1288
-
-
Bažant, Z.P.1
-
7
-
-
84861291847
-
Size effect in concrete structures: Nuisance or necessity?
-
plenary keynote lecture, Prague, Czechoslovakia, Fédération Internationale du Béton, Viacon Agency, Prague, Czechoslovakia
-
Bažant, Z. P. (1999). "Size effect in concrete structures: nuisance or necessity?" (plenary keynote lecture), in Structural concrete: The bridge between people, Proc., Symp. 1999, Prague, Czechoslovakia, Fédération Internationale du Béton, Viacon Agency, Prague, Czechoslovakia, 43-51.
-
(1999)
Structural Concrete: the Bridge between People, Proc., Symp. 1999
, pp. 43-51
-
-
Bažant, Z.P.1
-
8
-
-
4544312155
-
Probabilistic modeling of quasibrittle fracture and size effect
-
principal plenary lecture Newport Beach, Calif., R. B. Corotis, ed., Swets & Zeitinger, Balkema, The Netherlands
-
Bažant, Z. P. (2001). "Probabilistic modeling of quasibrittle fracture and size effect." (principal plenary lecture, Proc., 8th Int. Conf. on Structural Safety and Reliability (ICOSSAR), Newport Beach, Calif., R. B. Corotis, ed., Swets & Zeitinger, Balkema, The Netherlands, 1-23.
-
(2001)
Proc., 8th Int. Conf. on Structural Safety and Reliability (ICOSSAR)
, pp. 1-23
-
-
Bažant, Z.P.1
-
10
-
-
4544266353
-
Scaling theory for quasibrittle structural failure
-
in press.
-
Bažant, Z. P. (2004). "Scaling theory for quasibrittle structural failure." Proc., National Academy of Sciences, 101, in press.
-
(2004)
Proc., National Academy of Sciences
, vol.101
-
-
Bažant, Z.P.1
-
11
-
-
0026156119
-
Size effect on diagonal shear failure of beams without stirrups
-
Bažant, Z. P., and Kazemi, M. T. (1991). "Size effect on diagonal shear failure of beams without stirrups." ACI Struct. J., 88 (3), 268-276.
-
(1991)
ACI Struct. J.
, vol.88
, Issue.3
, pp. 268-276
-
-
Bažant, Z.P.1
Kazemi, M.T.2
-
12
-
-
0021499945
-
Size effect in shear failure of longitudinally reinforced beams
-
Bažant, Z. P., and Kim, J.-K. (1984). "Size effect in shear failure of longitudinally reinforced beams." ACI J., 81, 456-468.
-
(1984)
ACI J.
, vol.81
, pp. 456-468
-
-
Bažant, Z.P.1
Kim, J.-K.2
-
13
-
-
84855303929
-
-
CRC Press, Boca Raton, Fia., Secs. 9.2, 9.3
-
Bažant, Z. P., and Planas, J. (1998). Fracture and size effect in concrete and other quasibrittle materials, CRC Press, Boca Raton, Fia., Secs. 9.2, 9.3.
-
(1998)
Fracture and Size Effect in Concrete and Other Quasibrittle Materials
-
-
Bažant, Z.P.1
Planas, J.2
-
14
-
-
17744403231
-
Choice of standard fracture test for concrete and its statistical evaluation
-
Bažant, Z. P., Yu, Q., and Zi, G. (2002). "Choice of standard fracture test for concrete and its statistical evaluation." Int. J. Fract., 118 (4), 303-337.
-
(2002)
Int. J. Fract.
, vol.118
, Issue.4
, pp. 303-337
-
-
Bažant, Z.P.1
Yu, Q.2
Zi, G.3
-
16
-
-
36149025564
-
On physically similar systems: Illustrations of the use of dimensional equations
-
Buckingham, E. (1914). "On physically similar systems: Illustrations of the use of dimensional equations," Phys. Rev., 4, 345-376.
-
(1914)
Phys. Rev.
, vol.4
, pp. 345-376
-
-
Buckingham, E.1
-
17
-
-
0028468278
-
Fractal nature of materials microstructure and size effects on apparent material properties
-
Carpinteri, A. (1994). "Fractal nature of materials microstructure and size effects on apparent material properties." Mech. Mater., 18, 89-101.
-
(1994)
Mech. Mater.
, vol.18
, pp. 89-101
-
-
Carpinteri, A.1
-
18
-
-
0033167775
-
How safe are our large, lightly reinforced concrete beams, slabs and footings?
-
Collins, M. P., and Kuchma, D. (1999). "How safe are our large, lightly reinforced concrete beams, slabs and footings?" ACI Struct. J., 96 (4), 482-490.
-
(1999)
ACI Struct. J.
, vol.96
, Issue.4
, pp. 482-490
-
-
Collins, M.P.1
Kuchma, D.2
-
19
-
-
0029734806
-
General shear design method
-
Collins, M. P., Mitchell, S., Adebar, P. and Vecchio, F. J. (1996). "General shear design method." ACI Struct. J., 93(1), 36-45.
-
(1996)
ACI Struct. J.
, vol.93
, Issue.1
, pp. 36-45
-
-
Collins, M.P.1
Mitchell, S.2
Adebar, P.3
Vecchio, F.J.4
-
20
-
-
84861297659
-
-
Comité Euro-International du Béton (CEB). (1991). CEB-FIP Model Code 1990
-
Comité Euro-International du Béton (CEB). (1991). CEB-FIP Model Code 1990.
-
-
-
-
21
-
-
0004725612
-
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
-
Hillerborg, A., Modéer, M., and Petersson, P. E. (1976). "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements." Cem. Conor. Res., 6, 773-782.
-
(1976)
Cem. Conor. Res.
, vol.6
, pp. 773-782
-
-
Hillerborg, A.1
Modéer, M.2
Petersson, P.E.3
-
22
-
-
0012567064
-
Experimental studies on shear strength of large reinforced concrete beams under uniformly distributed load
-
Iguro, M., Shioya, T., Nojiri, Y., and Akiyama, H. (1985). "Experimental studies on shear strength of large reinforced concrete beams under uniformly distributed load." Concr. Library Int. 5 137-146.
-
(1985)
Concr. Library Int.
, vol.5
, pp. 137-146
-
-
Iguro, M.1
Shioya, T.2
Nojiri, Y.3
Akiyama, H.4
-
23
-
-
0000602614
-
Fracture
-
Flügge, ed., Springer, Berlin
-
Irwin, G. R. (1958). "Fracture." Handbuch der physik, Flügge, ed., Vol. 6, Springer, Berlin, 551-590.
-
(1958)
Handbuch der Physik
, vol.6
, pp. 551-590
-
-
Irwin, G.R.1
-
24
-
-
10144261547
-
Ars sine scientia nihil est
-
Izquierdo-Encarnación, J. M. (2003). "Ars sine scientia nihil est." Concr. Int. 25(5), 7.
-
(2003)
Concr. Int.
, vol.25
, Issue.5
, pp. 7
-
-
Izquierdo-Encarnación, J.M.1
-
25
-
-
29044446203
-
Standard specification for design and construction of concrete structures
-
Tokyo
-
Japan Society of Civil Engineers (JSCE) (1991). "Standard specification for design and construction of concrete structures." Part I (Design), Tokyo.
-
(1991)
Part I (Design)
-
-
-
26
-
-
0002539898
-
How safe are our large reinforced concrete beams?
-
Kani, G. N. J. (1967). "How safe are our large reinforced concrete beams?" ACI J., 58(5), 591-610.
-
(1967)
ACI J.
, vol.58
, Issue.5
, pp. 591-610
-
-
Kani, G.N.J.1
-
27
-
-
0017914355
-
Elastic-plastic separation energy rate for crack advance in finite growth steps
-
Waterloo, D. M. R. Taplin, ed., Univ. of Waterloo, Ontario, Canada
-
Kfouri, A. P., and Rice, J. R. (1977). "Elastic-plastic separation energy rate for crack advance in finite growth steps." Fracture 1977, Proc., 4th Int. Conf. on Fracture, ICF4, Vol. 1, Waterloo, D. M. R. Taplin, ed., Univ. of Waterloo, Ontario, Canada, 43-59.
-
(1977)
Fracture 1977, Proc., 4th Int. Conf. on Fracture, ICF4
, vol.1
, pp. 43-59
-
-
Kfouri, A.P.1
Rice, J.R.2
-
28
-
-
0015768821
-
On the steady propagation of a crack in a vis-coelastic sheet; experiment and analysis
-
H. H. Kausch, ed., Plenum, New York
-
Knauss, W. C. (1973). "On the steady propagation of a crack in a vis-coelastic sheet; experiment and analysis." The deformation in fracture of high polymers, H. H. Kausch, ed., Plenum, New York, 501-541.
-
(1973)
The Deformation in Fracture of High Polymers
, pp. 501-541
-
-
Knauss, W.C.1
-
29
-
-
0007646561
-
On the steady propagation of a crack in a viscoelastic plastic solid
-
Knauss, W. C. (1974). "On the steady propagation of a crack in a viscoelastic plastic solid." J. Appl. Mech., 41 (1), 234-248.
-
(1974)
J. Appl. Mech.
, vol.41
, Issue.1
, pp. 234-248
-
-
Knauss, W.C.1
-
30
-
-
5244277069
-
Beiträge zur behandlung der schubprobleme in stahlbetonbau
-
(Berlin), March
-
Leonhardt, F., and Walther, R. (1962). "Beiträge zur Behandlung der Schubprobleme in Stahlbetonbau." Beton-und Stahlbetonbau (Berlin), March, 54-64.
-
(1962)
Beton-und Stahlbetonbau
, pp. 54-64
-
-
Leonhardt, F.1
Walther, R.2
-
31
-
-
0000556292
-
Development of a nanocrack in a solid
-
Leonov, M. Y., and Panasyuk, V. V. (1959). "Development of a nanocrack in a solid." Prikl. Mekh., 5 (4), 391-401.
-
(1959)
Prikl. Mekh.
, vol.5
, Issue.4
, pp. 391-401
-
-
Leonov, M.Y.1
Panasyuk, V.V.2
-
32
-
-
0000083551
-
The growth of slip surfaces on the progressive failure of over-consolidated clay
-
Palmer, A. C., and Rice, J. R. (1973). "The growth of slip surfaces on the progressive failure of over-consolidated clay." Proc. R. Soc. London, Ser. A, 332, 527-548.
-
(1973)
Proc. R. Soc. London, Ser. A
, vol.332
, pp. 527-548
-
-
Palmer, A.C.1
Rice, J.R.2
-
33
-
-
0003941527
-
Crack growth and development of fracture zones in plain concrete and similar materials
-
Division of Building Materials, Lund Institute of Technology, Lund, Sweden
-
Petersson, P. E. (1981). "Crack growth and development of fracture zones in plain concrete and similar materials." Rep. No. TVBM-1006, Division of Building Materials, Lund Institute of Technology, Lund, Sweden.
-
(1981)
Rep. No. TVBM-1006
-
-
Petersson, P.E.1
-
34
-
-
0038172615
-
Shear database for reinforced concrete members without shear reinforcement
-
Reineck, K.-H., Kuchma, D. A., Kim, K. S., and Marx, S. (2003). "Shear database for reinforced concrete members without shear reinforcement." ACI Struct. J., 100(2), 240-249.
-
(2003)
ACI Struct. J.
, vol.100
, Issue.2
, pp. 240-249
-
-
Reineck, K.-H.1
Kuchma, D.A.2
Kim, K.S.3
Marx, S.4
-
36
-
-
0003077565
-
Mathematical analysis in the mechanics of fracture
-
H. Liebowitz, ed., Academic, New York
-
Rice, J. R. (1968). "Mathematical analysis in the mechanics of fracture." Fracture-An advanced treatise, H. Liebowitz, ed., Vol. 2, Academic, New York, 191-308.
-
(1968)
Fracture-An Advanced Treatise
, vol.2
, pp. 191-308
-
-
Rice, J.R.1
-
37
-
-
0346146454
-
Application to design of size effect in reinforced concrete structures
-
Sendai, H. Mihashi, H. Okamura and Z. P. Bažant, eds., E&FN Spon, London
-
Shioya, T., and Akiyama, H. (1994). "Application to design of size effect in reinforced concrete structures." Size effect in concrete structures, Proc., Japan Concrete Institute International Workshop, Sendai, H. Mihashi, H. Okamura and Z. P. Bažant, eds., E&FN Spon, London, 409-416.
-
(1994)
Size Effect in Concrete Structures, Proc., Japan Concrete Institute International Workshop
, pp. 409-416
-
-
Shioya, T.1
Akiyama, H.2
-
38
-
-
0016100828
-
The structure in the vicinity of a crack tip: A general theory based on the cohesive crack model
-
Smith, E. (1974). "The structure in the vicinity of a crack tip: A general theory based on the cohesive crack model." Eng. Fract. Mech. 6, 213-222.
-
(1974)
Eng. Fract. Mech.
, vol.6
, pp. 213-222
-
-
Smith, E.1
-
39
-
-
0342565734
-
Sur les lois de similitude en physique
-
Vashy, A. (1892). "Sur les lois de similitude en physique." Annales télégraphiques, 19, 25-28.
-
(1892)
Annales Télégraphiques
, vol.19
, pp. 25-28
-
-
Vashy, A.1
-
40
-
-
0022675983
-
The modified compression field theory for reinforced concrete elements subjected to shear
-
Vecchio, F. J., and Collins, M. P. (1986). "The modified compression field theory for reinforced concrete elements subjected to shear." ACI J., 83 (2), 219-231.
-
(1986)
ACI J.
, vol.83
, Issue.2
, pp. 219-231
-
-
Vecchio, F.J.1
Collins, M.P.2
-
41
-
-
0016034446
-
Quasi-static extension of a tensile crack contained in viscoelastic plastic solid
-
Wnuk, M. P. (1974). "Quasi-static extension of a tensile crack contained in viscoelastic plastic solid." J. Appl. Mech., 41 (1), 234-248.
-
(1974)
J. Appl. Mech.
, vol.41
, Issue.1
, pp. 234-248
-
-
Wnuk, M.P.1
|