-
1
-
-
0003600382
-
Building code requirements for reinforced concrete
-
Farmington Hills, Mass.
-
American Concrete Institute (ACI). (1999), "Building code requirements for reinforced concrete." ACI 318, Farmington Hills, Mass.
-
(1999)
ACI
, vol.318
-
-
-
2
-
-
0025478031
-
An initial effort to use the corrosion rate measurements for estimating rebar durability
-
N. S. Berke, V. Chaker, and D. Whiting, eds., American Society for Testing and Materials, Philadephia
-
Andrade, C., Alonso, M. C., and Gonzalez, J. A. (1990). "An initial effort to use the corrosion rate measurements for estimating rebar durability." Corrosion Rates of Steel in Concrete, ASTM STP 1065, N. S. Berke, V. Chaker, and D. Whiting, eds., American Society for Testing and Materials, Philadephia, 29-37.
-
(1990)
Corrosion Rates of Steel in Concrete, ASTM STP
, vol.1065
, pp. 29-37
-
-
Andrade, C.1
Alonso, M.C.2
Gonzalez, J.A.3
-
3
-
-
0027684424
-
Cover cracking as a function of rebar corrosion: Part I - Experiment test
-
Andrade, C., Molina, F. J., and Alonso, C. (1993). "Cover cracking as a function of rebar corrosion: Part I - Experiment test." Mater. Struct., 26, 453-464.
-
(1993)
Mater. Struct.
, vol.26
, pp. 453-464
-
-
Andrade, C.1
Molina, F.J.2
Alonso, C.3
-
4
-
-
0018478274
-
Physical model for steel corrosion in concrete sea structures - Theory
-
Bažant, Z. P. (1979). "Physical model for steel corrosion in concrete sea structures - Theory." J. Struct. Div. ASCE, 105(6), 1137-1153.
-
(1979)
J. Struct. Div. ASCE
, vol.105
, Issue.6
, pp. 1137-1153
-
-
Bažant, Z.P.1
-
5
-
-
0036841605
-
Nonlocal integral formulations of plasticity and damage: Survey and progress
-
Bažant, Z. P., and Jirasek, M.(2002). "Nonlocal integral formulations of plasticity and damage: Survey and progress." J. Eng. Mech., 128(11), 1119-1149.
-
(2002)
J. Eng. Mech.
, vol.128
, Issue.11
, pp. 1119-1149
-
-
Bažant, Z.P.1
Jirasek, M.2
-
7
-
-
27744432485
-
Structural use of concrete - Code of practice for design and construction - Part 1
-
London
-
British Standards (BS). (1997). "Structural use of concrete - Code of practice for design and construction - Part 1." BS 8110, London.
-
(1997)
BS
, vol.8110
-
-
-
9
-
-
0003369554
-
Corrosion forms & control for infrastructure
-
Philadelphia
-
Chaker, V., ed. (1992). "Corrosion forms & control for infrastructure." ASTM STP 1137, Philadelphia.
-
(1992)
ASTM STP
, vol.1137
-
-
Chaker, V.1
-
10
-
-
0004253046
-
-
PWS-KENT, Boston
-
Gere, J. M., and Timoshenko, S. P. (1979). Mechanics of materials, 3rd Ed., PWS-KENT, Boston.
-
(1979)
Mechanics of Materials, 3rd Ed.
-
-
Gere, J.M.1
Timoshenko, S.P.2
-
11
-
-
0033189940
-
Effects of cyclic chloride exposure on penetration of concrete cover
-
Hong, K., and Hooton, R. D. (1996). "Effects of cyclic chloride exposure on penetration of concrete cover." Cem. Concr. Res., 29, 1379-1386.
-
(1996)
Cem. Concr. Res.
, vol.29
, pp. 1379-1386
-
-
Hong, K.1
Hooton, R.D.2
-
13
-
-
5844350830
-
Optimisation of reliability-based structural design
-
Institution of Engineers, Australia
-
Li, C. Q. (1995). "Optimisation of reliability-based structural design." Civil Eng. Trans., CE37(4), Institution of Engineers, Australia, 303-308.
-
(1995)
Civil Eng. Trans.
, vol.CE37
, Issue.4
, pp. 303-308
-
-
Li, C.Q.1
-
14
-
-
0034335154
-
Corrosion initiation of reinforcing steel in concrete under natural salt spray and service loading - Results and analysis
-
Li, C. Q. (2000). "Corrosion initiation of reinforcing steel in concrete under natural salt spray and service loading - Results and analysis." ACI Mater. J., 97(6), 690-697.
-
(2000)
ACI Mater. J.
, vol.97
, Issue.6
, pp. 690-697
-
-
Li, C.Q.1
-
15
-
-
0035412991
-
Initiation of chloride induced reinforcement corrosion in concrete structural members - Experimentation
-
Li, C. Q. (2001). "Initiation of chloride induced reinforcement corrosion in concrete structural members - Experimentation." ACI Struct. J., 98(4), 501-510.
-
(2001)
ACI Struct. J.
, vol.98
, Issue.4
, pp. 501-510
-
-
Li, C.Q.1
-
16
-
-
0036524332
-
Initiation of chloride induced reinforcement corrosion in concrete structural members - Prediction
-
Li, C. Q. (2002). "Initiation of chloride induced reinforcement corrosion in concrete structural members - Prediction." ACI Struct. J., 99(2), 133-141.
-
(2002)
ACI Struct. J.
, vol.99
, Issue.2
, pp. 133-141
-
-
Li, C.Q.1
-
17
-
-
10844289729
-
Life cycle modeling of corrosion affected concrete structures - Propagation
-
Li, C. Q. (2003). "Life cycle modeling of corrosion affected concrete structures - Propagation." J. Struct. Eng., 129(6), 753-761.
-
(2003)
J. Struct. Eng.
, vol.129
, Issue.6
, pp. 753-761
-
-
Li, C.Q.1
-
18
-
-
0027697652
-
Outcrossings from convex polyhedrons for nonstationary Gaussian processes
-
Li, C. Q., and Melchers, R. E. (1993). "Outcrossings from convex polyhedrons for nonstationary Gaussian processes." J. Eng. Mech., 119(11), 2354-2361.
-
(1993)
J. Eng. Mech.
, vol.119
, Issue.11
, pp. 2354-2361
-
-
Li, C.Q.1
Melchers, R.E.2
-
19
-
-
0032205178
-
Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures
-
Liu, Y., and Weyers, R. E. (1998). "Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures." ACI Mater. J., 95(6), 675-681.
-
(1998)
ACI Mater. J.
, vol.95
, Issue.6
, pp. 675-681
-
-
Liu, Y.1
Weyers, R.E.2
-
20
-
-
0028468261
-
Prediction of long term chloride concentration in concrete
-
Mangat, P. S., and Molloy, B. T. (1994). "Prediction of long term chloride concentration in concrete." Mater. Struct., 27(4), 338-346.
-
(1994)
Mater. Struct.
, vol.27
, Issue.4
, pp. 338-346
-
-
Mangat, P.S.1
Molloy, B.T.2
-
22
-
-
0035314570
-
Assessment of existing structures - Approaches and research needs
-
Melchers, R. E. (2001). "Assessment of existing structures - Approaches and research needs." J. Struct. Eng., 127(4), 406-411.
-
(2001)
J. Struct. Eng.
, vol.127
, Issue.4
, pp. 406-411
-
-
Melchers, R.E.1
-
23
-
-
0018477825
-
Statistical descriptions of strength of concrete
-
Mirza, S. A., Hatzinikolas, M., and MacGregor, J. G. (1979). "Statistical descriptions of strength of concrete." J. Struct. Div. ASCE, 105(6), 1021-1037.
-
(1979)
J. Struct. Div. ASCE
, vol.105
, Issue.6
, pp. 1021-1037
-
-
Mirza, S.A.1
Hatzinikolas, M.2
MacGregor, J.G.3
-
24
-
-
0035310421
-
Modeling cover-cracking due to reinforcement corrosion in RC structures
-
Pantazopoulou, S. J., and Papoulia, K. D. (2001). "Modeling cover-cracking due to reinforcement corrosion in RC structures." J. Eng. Mech., 127(4), 342-351.
-
(2001)
J. Eng. Mech.
, vol.127
, Issue.4
, pp. 342-351
-
-
Pantazopoulou, S.J.1
Papoulia, K.D.2
-
26
-
-
0034001317
-
A proposed empirical corrosion model for reinforced concrete
-
Institution of Civil Engineering, U.K.
-
Roberts, M. B., Atkins, C., Hogg, V., and Middleton, C. (2000). "A proposed empirical corrosion model for reinforced concrete." Structures & Buildings, Institution of Civil Engineering, U.K., 140(1), 1-11.
-
(2000)
Structures & Buildings
, vol.140
, Issue.1
, pp. 1-11
-
-
Roberts, M.B.1
Atkins, C.2
Hogg, V.3
Middleton, C.4
-
28
-
-
0018441127
-
Cracking of concrete cover along anchored deformed reinforcing bars
-
Tepfers, R. (1979). "Cracking of concrete cover along anchored deformed reinforcing bars." Mag. Concrete Res., 31(106), 3-12.
-
(1979)
Mag. Concrete Res.
, vol.31
, Issue.106
, pp. 3-12
-
-
Tepfers, R.1
-
29
-
-
22944459997
-
Corrosion crack based assessment of the life-cycle reliability of concrete structures
-
Corotis et al., eds, Swets & Zeitlinger, Heerweg, The Netherlands
-
Thoft-Christensen, P. (2001). "Corrosion crack based assessment of the life-cycle reliability of concrete structures." Structural safety and reliability, Corotis et al., eds, Swets & Zeitlinger, 1-7, Heerweg, The Netherlands.
-
(2001)
Structural Safety and Reliability
, pp. 1-7
-
-
Thoft-Christensen, P.1
-
30
-
-
0023366617
-
Optimal strategies for inspection and repair of structural system
-
Thoft-Christensen, P., and Sorensen, J. D. (1987). "Optimal strategies for inspection and repair of structural system." Civ. Eng. Syst., 4, 94-100.
-
(1987)
Civ. Eng. Syst.
, vol.4
, pp. 94-100
-
-
Thoft-Christensen, P.1
Sorensen, J.D.2
-
32
-
-
3142749722
-
Spatial variability of structural deterioration and service life prediction of reinforced concrete bridges
-
(CD-ROM) Barcelona, Spain
-
Vu, K. A. T., and Stewart, M. G. (2002). "Spatial variability of structural deterioration and service life prediction of reinforced concrete bridges." Proc., Int. on Bridge Maintenance, Safety and Management - IABMAS 2002, (CD-ROM) Barcelona, Spain.
-
(2002)
Proc., Int. on Bridge Maintenance, Safety and Management - IABMAS 2002
-
-
Vu, K.A.T.1
Stewart, M.G.2
-
33
-
-
27744467664
-
Modeling of crack width in concrete structures due to expansion of reinforcement corrosion
-
CD-ROM
-
Zheng, J. J., Li, C. Q., and Lawanwisut, W. (2005). "Modeling of crack width in concrete structures due to expansion of reinforcement corrosion." Paper TTI-89, Proc., 10th Int. Conf. on Durability of Building Materials and Components, April 17-20, Lyon, France, (CD-ROM).
-
(2005)
Paper TTI-89, Proc., 10th Int. Conf. on Durability of Building Materials and Components, April 17-20, Lyon, France
-
-
Zheng, J.J.1
Li, C.Q.2
Lawanwisut, W.3
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