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Novel kinetic effects in viscoelastic surfactant solutions under shear . . .I . ;: NOVEL KINETIC EFFECTS IN VISCOELASTIC SURFACTANT SOLUTIONS UNDER SHEAR - !'. P.D. BUTLER', L.J. MAGID', P.J. KREW, J.B. HAYTER", W.A. HAMILTON'., AND B. HAMMOUDA"' 1S:> b=l E rtv H E 0 'University of Tennessee, Department of Chemistry, Knoxville, TN 37996 "Oak Ridge National Laboratory, Solid State…

1 Version Date: July 15, 199'7 Effect of a solid/liquid interface on bulk solution structures under flow P. D. Butler", W.A. Hamilton", L. J. Magidb,T. M. Slawecki", Z. Hanb, and J. B. Hayter" "Solid State Division, Oak Ridge National Laboratory, Oak Ridge TN 37831-6393 USA, bChemistry Dept., University of Tennessee, KnoxviIle TN 37996- 1600 USA, National Institute of Standards and Tec…

Evaluation of Wind Shear Patterns at Midwest Wind Energy Facilities Preprint May 2002 NREL/CP-500-32492 K. Smith, G. Randall, and D. Malcolm Global Energy Concepts, LLC N. Kelley and B. Smith National Renewable Energy Laboratory To be presented at the American Wind Energy Association (AWEA) WINDPOWER 2002 Conference Portland, Oregon June 2-5, 2002 Nat…

Wind profile measurements at the Mod-1 site at Boone, North Carolina PNL-3897 (DE82008868) WIND PROFILE MEASUREMENTS AT THE MOD-l SITE AT BOONE, NORTH CAROLINA By J. Donald Brown Work Performed Under Contract No. AC06-76Rl01830 Research Engineer Route 2, Box 310 Afton, Virginia U. S. Department of Energy @ Solar Energy DISCLAIMER "TIUs report was prepared as an account o…

Development of a fracture network: a block and springs model Block and Springs Model In the model, a layer of blocks is connected to a substrate by spring-like shear forces. Each block is connected to its neighbors by intra-layer spring- like shear and tensile forces. First the substrate gradually expands in the x direction generating stresses on the layer in the x direction, to a maxim…

: model, Fracture, Bonding...

Nuclear energy plant optimization (NEPO) final scientific/technical report Argonne National Laboratory, a U.S. Department of Energy Office of Science laboratory, is operated by The University of Chicago under contract W-31-109-Eng-38. DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Government. …

Considerations of torsional effects on the seismic response of nuclear facilities CQNSIDERAT_ONS OY TORSIONAL EFFECT8 ON TH2 flEISM_C RESPONSE OY NUCLEAR FACILITIEB BNL--47185 J. xu" and c.A. MILLER" DE92 010141 *BROOKHAVEN NATION_,L LARORATORY NEW YORK, U.fl.&. **THZ CIT'./ UNIVERSITY OF NEll YORE NEW YORK_ U.8.A , f, , ,_,, ,., .::.3 ...i?,,. ,% ,-:_7L_ DISCLAIMER Thi,,_ rel_rl w…

STRUCTURAL PERFORMANCE OF DEGRADED REINFORCED CONCRETE MEMBERS. . ? BNL-NUREG-68193 Structural Performance of Degraded Reinforced Concrete Members J. I. Bravermax?, C. A. Miller , B. R Ellingwood2), D. J. Naus 3, C H. Hofmayer ), P. Bezler ), and T.Y. Chang4) . 1) Brookhaven National Laboratory, Upton, NY 2) School of Civil & Environmental Engineering, Georgia Institute of Technology, A…

Elastic anisotropy in hot-pressed Si{sub 3}N{sub 4} composites: Role of in situ {beta}-Si{sub 3}N{sub 4} grains and added {beta}-Si{sub 3}N{sub 4} whiskers ++++_++ AIIM ___ "_+r_ _ ASsocilllion lot ,lalOtmalioll alsd ,ISSlaO. ma.agl}m ., _ +_"_+_ + _ +, ++ +++_o_ + - . %_ +o,]+_++0+ _++ -+-+++++++m '____ .%'_ --'_., L/,__ c7 g ELASTIC ANISOTROPY IN HOT-PRESSED Si3N4 COMPOSITES: ROLE …

PREDICTION OF NUPECS MULTI-AXIS LOADING TESTS OF CONCRETE SHEAR WALLS. , BNL-NTJREG-68194 Prediction of NUPEC s Multi-Axis Loading Tests of Concrete Shear Walls C. Miller , C. Hofmayer ), Y. Wang , N. Chokshi2), A. Murphg), Y. Kitada3) 1) Brookhaven National Laboratory, Upton, NY 2) U.S. Nuclear Regulatory Commission, Washington D.C. 3) Nuclear Power Engineering Corporation, Tokyo, J…

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