-
1
-
-
0024048544
-
Concrete constitutive model for NLFE analysis of structures
-
ASCE
-
Balakrishnan, S., and Murray, D. (1988). "Concrete constitutive model for NLFE analysis of structures." J. Struct. Engrg., ASCE, 114(7), 1449-1466.
-
(1988)
J. Struct. Engrg.
, vol.114
, Issue.7
, pp. 1449-1466
-
-
Balakrishnan, S.1
Murray, D.2
-
2
-
-
0020763695
-
Comment on orthotropic models for concrete and geomaterials
-
ASCE
-
Bažant, Z. P. (1983). "Comment on orthotropic models for concrete and geomaterials." J. Engrg. Mech., ASCE, 109(3), 849-865.
-
(1983)
J. Engrg. Mech.
, vol.109
, Issue.3
, pp. 849-865
-
-
Bažant, Z.P.1
-
3
-
-
0020750862
-
Crack band theory for fracture of concrete
-
Bažant, Z. P., and Oh, B. H. (1983). "Crack band theory for fracture of concrete." Mat. and Struct., 16, 155-177.
-
(1983)
Mat. and Struct.
, vol.16
, pp. 155-177
-
-
Bažant, Z.P.1
Oh, B.H.2
-
5
-
-
0022075780
-
Constitutive model for concrete in cyclic compression
-
ASCE
-
Chen, E. S., and Buyukozturk, O. (1985). "Constitutive model for concrete in cyclic compression." J. Engrg. Mech., ASCE, 111(6), 797-814.
-
(1985)
J. Engrg. Mech.
, vol.111
, Issue.6
, pp. 797-814
-
-
Chen, E.S.1
Buyukozturk, O.2
-
6
-
-
0024621883
-
Analysis of R/C panels using different concrete models
-
ASCE
-
Crisfield, M. A., and Wills, J. (1989). "Analysis of R/C panels using different concrete models." J. Engrg. Mech., ASCE, 115(3), 578-597.
-
(1989)
J. Engrg. Mech.
, vol.115
, Issue.3
, pp. 578-597
-
-
Crisfield, M.A.1
Wills, J.2
-
7
-
-
0016919166
-
Analysis of R/C shear panels under cyclic loading
-
ASCE
-
Darwin, D., and Pecknold, D. A. (1976). "Analysis of R/C shear panels under cyclic loading." J. Struct. Div., ASCE, 102(2), 355-369.
-
(1976)
J. Struct. Div.
, vol.102
, Issue.2
, pp. 355-369
-
-
Darwin, D.1
Pecknold, D.A.2
-
8
-
-
0017483446
-
Nonlinear biaxial stress-strain law for concrete
-
ASCE
-
Darwin, D., and Pecknold, D. A. (1977). "Nonlinear biaxial stress-strain law for concrete." J. Engrg. Mech. Div., ASCE, 103(2), 229-241.
-
(1977)
J. Engrg. Mech. Div.
, vol.103
, Issue.2
, pp. 229-241
-
-
Darwin, D.1
Pecknold, D.A.2
-
9
-
-
0018503731
-
A 3D hypoelastic concrete constitutive relationship
-
ASCE
-
Elwi, A. E., and Murray, D. W. (1979). "A 3D hypoelastic concrete constitutive relationship." J. Engrg. Mech. Div., ASCE, 105(4), 623-641.
-
(1979)
J. Engrg. Mech. Div.
, vol.105
, Issue.4
, pp. 623-641
-
-
Elwi, A.E.1
Murray, D.W.2
-
10
-
-
0021552358
-
A nonuniform hardening plasticity model for concrete materials
-
Han, D. J., and Chen, W. F. (1985). "A nonuniform hardening plasticity model for concrete materials." Mech. of Mat., 4(3, 4), 283-302.
-
(1985)
Mech. of Mat.
, vol.4
, Issue.3-4
, pp. 283-302
-
-
Han, D.J.1
Chen, W.F.2
-
11
-
-
0027642535
-
Nonlocal microplane concrete model with rate effect and load cycles. I: General formulation
-
ASCE
-
Hasegawa, T., and Bažant, Z. P. (1993). "Nonlocal microplane concrete model with rate effect and load cycles. I: General formulation." J. Mat. in Civ. Engrg., ASCE, 5(3), 372-393.
-
(1993)
J. Mat. in Civ. Engrg.
, vol.5
, Issue.3
, pp. 372-393
-
-
Hasegawa, T.1
Bažant, Z.P.2
-
12
-
-
0011581946
-
Size dependency of the stress-strain curve in compression
-
Elfgren and Shah, eds., RILEM, Proceeding
-
Hillerborg, A. (1989). "Size dependency of the stress-strain curve in compression." Analysis of concrete structures by fracture mechanics, Elfgren and Shah, eds., RILEM, Proceeding 6, 171-178.
-
(1989)
Analysis of Concrete Structures by Fracture Mechanics
, vol.6
, pp. 171-178
-
-
Hillerborg, A.1
-
13
-
-
0019937515
-
A plasticity-fracture model for concrete
-
Hsieh, S. S., Ting, E. C., and Chen, W. F. (1982). "A plasticity-fracture model for concrete." Int. J. of Solids Struct., 18(3), 181-197.
-
(1982)
Int. J. of Solids Struct.
, vol.18
, Issue.3
, pp. 181-197
-
-
Hsieh, S.S.1
Ting, E.C.2
Chen, W.F.3
-
14
-
-
0000990862
-
Microcracking of plain concrete and the shape of the stress-strain curve
-
Hsu, T. T. C., Slate, F. O., Sturman, G. M., and Winter, G. (1963). "Microcracking of plain concrete and the shape of the stress-strain curve." Am. Concrete Inst. J., 60(2), 209-223.
-
(1963)
Am. Concrete Inst. J.
, vol.60
, Issue.2
, pp. 209-223
-
-
Hsu, T.T.C.1
Slate, F.O.2
Sturman, G.M.3
Winter, G.4
-
15
-
-
0018546701
-
Fracture processes of concrete under generalized stress states
-
Kostovos, M. D. (1979). "Fracture processes of concrete under generalized stress states." Mat. and Struct., 12(72), 431-437.
-
(1979)
Mat. and Struct.
, vol.12
, Issue.72
, pp. 431-437
-
-
Kostovos, M.D.1
-
16
-
-
0020632812
-
Effect of testing techniques on the post-ultimate behavior of concrete in compression
-
Kostovos, M. D. (1983). "Effect of testing techniques on the post-ultimate behavior of concrete in compression." Mat. and Struct., 16(91), 3-12.
-
(1983)
Mat. and Struct.
, vol.16
, Issue.91
, pp. 3-12
-
-
Kostovos, M.D.1
-
17
-
-
0014553514
-
Behavior of concrete under biaxial stress
-
Kupfer, H. B., Hillsdorf, H. K., and Rusch, H. (1969). "Behavior of concrete under biaxial stress." Am. Concrete Inst. J., 66(8), 656-666.
-
(1969)
Am. Concrete Inst. J.
, vol.66
, Issue.8
, pp. 656-666
-
-
Kupfer, H.B.1
Hillsdorf, H.K.2
Rusch, H.3
-
18
-
-
0020810090
-
The deformational behavior and constitutive equation of concrete, using the elasto-plastic and fracturing model
-
University of Tokyo, Japan
-
Maekawa, K., and Okamura, H. (1983). "The deformational behavior and constitutive equation of concrete, using the elasto-plastic and fracturing model." J. Facu. of Engrg., University of Tokyo, Japan, XXXVII(2), 253-328.
-
(1983)
J. Facu. of Engrg.
, vol.37
, Issue.2
, pp. 253-328
-
-
Maekawa, K.1
Okamura, H.2
-
19
-
-
5844223103
-
Analysis of reinforced concrete panels loaded axially and transversely
-
Dept. of Civ. Engrg., Univ of Alberta, Edmonton, Canada
-
Massicotte, B., Elwi, A. E., and MacGregor, J. G. (1988). "Analysis of reinforced concrete panels loaded axially and transversely." Struct. Engrg. Rep. No. 161, Dept. of Civ. Engrg., Univ of Alberta, Edmonton, Canada.
-
(1988)
Struct. Engrg. Rep. No. 161
-
-
Massicotte, B.1
Elwi, A.E.2
MacGregor, J.G.3
-
21
-
-
5844256317
-
Force-strain relationship of reinforcing bars embedded in concrete under reserved loading
-
CEB, Switzerland
-
Morita, S., and Kaku, T. (1975). "Force-strain relationship of reinforcing bars embedded in concrete under reserved loading." Bulletin d'Information, (132), CEB, Switzerland.
-
(1975)
Bulletin d'Information
, Issue.132
-
-
Morita, S.1
Kaku, T.2
-
22
-
-
0024608212
-
A consistent characteristic length of smeared cracking models
-
Oliver, J. (1989). "A consistent characteristic length of smeared cracking models." Int. J. Numer. Methods in Engrg., 28, 461-474.
-
(1989)
Int. J. Numer. Methods in Engrg.
, vol.28
, pp. 461-474
-
-
Oliver, J.1
-
23
-
-
0027110431
-
A nonlinear three-dimensional analysis of reinforced concrete based on bounding surface model
-
Pagoni, S. J., Moussa, A., and Buyukozturk, O. (1992). "A nonlinear three-dimensional analysis of reinforced concrete based on bounding surface model." Comp. and Struct., 43(1), 1-12.
-
(1992)
Comp. and Struct.
, vol.43
, Issue.1
, pp. 1-12
-
-
Pagoni, S.J.1
Moussa, A.2
Buyukozturk, O.3
-
24
-
-
0016059402
-
Fracture and stress-strain relationship of concrete under triaxial compression
-
ASCE
-
Palaniswamy, R., and Shah, S. (1974). "Fracture and stress-strain relationship of concrete under triaxial compression." J. Struct. Engrg. Div., ASCE, 100(5), 901-916.
-
(1974)
J. Struct. Engrg. Div.
, vol.100
, Issue.5
, pp. 901-916
-
-
Palaniswamy, R.1
Shah, S.2
-
25
-
-
0024673779
-
Fracture energy-based plasticity formulation of plain concrete
-
ASCE
-
Pramono, E., and Willam, K. J. (1989). "Fracture energy-based plasticity formulation of plain concrete." J. Engrg. Mech., ASCE, 115(6), 1183 -1204.
-
(1989)
J. Engrg. Mech.
, vol.115
, Issue.6
, pp. 1183-1204
-
-
Pramono, E.1
Willam, K.J.2
-
26
-
-
0021589036
-
Strain-softening of rock, soil and concrete - A review article
-
Read, H. E., and Hegemier, G. A. (1984). "Strain-softening of rock, soil and concrete - a review article." Mech. of Mat., (3), 271-294.
-
(1984)
Mech. of Mat.
, Issue.3
, pp. 271-294
-
-
Read, H.E.1
Hegemier, G.A.2
-
27
-
-
0003964068
-
-
PhD dissertation. Delft Univ. of Technol., Delft, The Netherlands
-
Rots, J. G. (1988). "Computational modeling of concrete fracture," PhD dissertation. Delft Univ. of Technol., Delft, The Netherlands.
-
(1988)
Computational Modeling of Concrete Fracture
-
-
Rots, J.G.1
-
28
-
-
0000797712
-
Discussion of equation for stress-strain curve of concrete - By Desai and Krishnan
-
Saenz, L. P. (1964). "Discussion of equation for stress-strain curve of concrete - by Desai and Krishnan." Am. Concrete Inst., 61(9), 1229-1235.
-
(1964)
Am. Concrete Inst.
, vol.61
, Issue.9
, pp. 1229-1235
-
-
Saenz, L.P.1
-
29
-
-
85041989119
-
Results of test concerning strength and strain of concrete subjected to multiaxial compressive stresses
-
Berlin, Germany
-
Schicken, G., and Winkler, H. (1977). "Results of test concerning strength and strain of concrete subjected to multiaxial compressive stresses." Deutsher Ausschuss Fur Stahlbeton, Berlin, Germany.
-
(1977)
Deutsher Ausschuss fur Stahlbeton
-
-
Schicken, G.1
Winkler, H.2
-
30
-
-
0024737362
-
Concrete over the top, or: Is there life after peak?
-
Smith, S. S., Willam, K. J., Gerstle, K. H., and Sture, S. (1989). "Concrete over the top, or: is there life after peak?" Am. Concrete Inst., 86(5), 491-497.
-
(1989)
Am. Concrete Inst.
, vol.86
, Issue.5
, pp. 491-497
-
-
Smith, S.S.1
Willam, K.J.2
Gerstle, K.H.3
Sture, S.4
-
31
-
-
0016546941
-
A quantitative assessment of damage sustained in concrete during compressive loading
-
Spooner, D. C., and Dougill, J. W. (1975). "A quantitative assessment of damage sustained in concrete during compressive loading." Mag. of Concrete Res., 27(92), 155-160.
-
(1975)
Mag. of Concrete Res.
, vol.27
, Issue.92
, pp. 155-160
-
-
Spooner, D.C.1
Dougill, J.W.2
-
32
-
-
0022128922
-
Influence of damage orientation distribution on the multiaxial stress strain behaviour of concrete
-
van Mier, J. G. M. (1985). "Influence of damage orientation distribution on the multiaxial stress strain behaviour of concrete." Cement and Concrete Res., 15(5), 849-862.
-
(1985)
Cement and Concrete Res.
, vol.15
, Issue.5
, pp. 849-862
-
-
Van Mier, J.G.M.1
-
33
-
-
0022707946
-
Multiaxial strain-softening of concrete. Part I: Fracture
-
van Mier, J. G. M. (1986). "Multiaxial strain-softening of concrete. Part I: Fracture." Mat. and Struct., 19(111), 179-190.
-
(1986)
Mat. and Struct.
, vol.19
, Issue.111
, pp. 179-190
-
-
Van Mier, J.G.M.1
-
34
-
-
0012516452
-
Constitutive model for triaxial behavior of concrete. Proc.
-
ISMES, Bergamo, Italy
-
Willam, K. J., and Warnke, E. P. (1975). "Constitutive model for triaxial behavior of concrete." Proc., IABSE Seminar on Concrete Struct. Subjected to Triaxial Stresses, vol. 19, ISMES, Bergamo, Italy.
-
(1975)
IABSE Seminar on Concrete Struct. Subjected to Triaxial Stresses
, vol.19
-
-
Willam, K.J.1
Warnke, E.P.2
-
35
-
-
0037682905
-
Experimental and constitutive aspects of concrete failure
-
Meyer and Okamura, eds., ASCE, New York, N. Y.
-
Willam, K. J., Hurlbut, B., and Sture, S. (1986). "Experimental and constitutive aspects of concrete failure." Finite element analysis of reinforced concrete structures, Meyer and Okamura, eds., ASCE, New York, N. Y.
-
(1986)
Finite Element Analysis of Reinforced Concrete Structures
-
-
Willam, K.J.1
Hurlbut, B.2
Sture, S.3
-
36
-
-
0023288960
-
Model for cyclic compressive behavior of concrete
-
ASCE
-
Yankelevsky, D. Z., and Reinhardt, H. W. (1987). "Model for cyclic compressive behavior of concrete." J. Struct. Engrg., ASCE, 113(2), 228-240.
-
(1987)
J. Struct. Engrg.
, vol.113
, Issue.2
, pp. 228-240
-
-
Yankelevsky, D.Z.1
Reinhardt, H.W.2
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