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100527e19850101ilu s| f1|||||eng|d |
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|a (TOE)ost5655927
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|a (TOE)5655927
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|a TOE
|c TOE
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|a E 1.99:conf-850809-53
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|a E 1.99:conf-850809-53
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| 245 |
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|a Viscoelastic creep of high-temperature concrete
|h [electronic resource]
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| 260 |
|
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|a Argonne, Ill. :
|b Argonne National Lab ;
|a Oak Ridge, Tenn. :
|b distributed by the Office of Scientific and Technical Information, U.S. Dept. of Energy,
|c 1985.
|
| 300 |
|
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|a Pages: 13 :
|b digital, PDF file.
|
| 336 |
|
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|a text
|b txt
|2 rdacontent.
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| 337 |
|
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|a computer
|b c
|2 rdamedia.
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| 338 |
|
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|a online resource
|b cr
|2 rdacarrier.
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| 500 |
|
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|a Published through the Information Bridge: DOE Scientific and Technical Information.
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| 500 |
|
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|a 01/01/1985.
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| 500 |
|
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|a "conf-850809-53"
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| 500 |
|
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|a "DE85010511"
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| 500 |
|
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|a 8. international conference on structural mechanics in reactor technology, Brussels, Belgium, 19 Aug 1985.
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| 500 |
|
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|a Bazant, Z.P.; Pfeiffer, P.A.; Marchertas, A.H.
|
| 520 |
3 |
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|a Presented in this report is the analytical model for analysis of high temperature creep response of concrete. The creep law used is linear (viscoelastic), the temperature and moisture effects on the creep rate and also aging are included. Both constant and transient temperature as well as constant and transient moisture conditions are considered. Examples are presented to correlate experimental data with parameters of the analytical model by the use of a finite element scheme.
|
| 536 |
|
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|b W-31-109-ENG-38.
|
| 650 |
|
7 |
|a Safety.
|2 local.
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| 650 |
|
7 |
|a Numerical Solution.
|2 local.
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| 650 |
|
7 |
|a Reactor Safety.
|2 local.
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| 650 |
|
7 |
|a Concretes.
|2 local.
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| 650 |
|
7 |
|a Moisture.
|2 local.
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| 650 |
|
7 |
|a Building Materials.
|2 local.
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| 650 |
|
7 |
|a Young Modulus.
|2 local.
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| 650 |
|
7 |
|a Stresses.
|2 local.
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| 650 |
|
7 |
|a Finite Element Method.
|2 local.
|
| 650 |
|
7 |
|a Dilatometry.
|2 local.
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| 650 |
|
7 |
|a Transients.
|2 local.
|
| 650 |
|
7 |
|a Containment.
|2 local.
|
| 650 |
|
7 |
|a Aging.
|2 local.
|
| 650 |
|
7 |
|a Containment Shells.
|2 local.
|
| 650 |
|
7 |
|a Temperature Effects.
|2 local.
|
| 650 |
|
7 |
|a Reactor Accidents.
|2 local.
|
| 650 |
|
7 |
|a Materials.
|2 local.
|
| 650 |
|
7 |
|a Thermal Analysis.
|2 local.
|
| 650 |
|
7 |
|a Structural Models.
|2 local.
|
| 650 |
|
7 |
|a Creep.
|2 local.
|
| 650 |
|
7 |
|a High Temperature.
|2 local.
|
| 650 |
|
7 |
|a Mechanical Properties.
|2 local.
|
| 650 |
|
7 |
|a Strains.
|2 local.
|
| 650 |
|
7 |
|a Poisson Ratio.
|2 local.
|
| 650 |
|
7 |
|a Shrinkage.
|2 local.
|
| 650 |
|
7 |
|a Accidents.
|2 local.
|
| 650 |
|
7 |
|a General Studies Of Nuclear Reactors.
|2 edbsc.
|
| 710 |
2 |
|
|a Argonne National Laboratory.
|4 res.
|
| 710 |
2 |
|
|a Northwestern University (Evanston, Ill.
|b ).
|b Technological Institute.
|4 res.
|
| 710 |
1 |
|
|a United States.
|b Department of Energy.
|b Office of Scientific and Technical Information.
|4 dst.
|
| 856 |
4 |
0 |
|u http://www.osti.gov/servlets/purl/5655927-Swi5Pm/
|z Online Access
|
| 907 |
|
|
|a .b60082811
|b 03-06-23
|c 05-30-10
|
| 998 |
|
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|a web
|b 05-30-10
|c f
|d m
|e p
|f eng
|g ilu
|h 0
|i 1
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| 956 |
|
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|a Information bridge
|
| 999 |
f |
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|i 5ed9bc35-b522-52c5-9a43-c753df2a10aa
|s 3b6fd50b-392d-5372-a910-132256b36e57
|
| 952 |
f |
f |
|p Can circulate
|a University of Colorado Boulder
|b Online
|c Online
|d Online
|e E 1.99:conf-850809-53
|h Superintendent of Documents classification
|i web
|n 1
|
