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Visar 40 sökträffar på ”solr%C3%A5d”

• 2009:08 Shear-induced Fracture Slip and Permeability Change - Implications for Long-term Performance of a Deep Geological Repository

  24 mars 2009

  4703 kB ... A1 A2 A3 C1 C2 C3 repository Section View • • • B1 B2 B3 x z • A1, A2, A3 • B1, B2, B3 • D1, D2, D3 repository Plan View • C1, C2, C3 x y Figure 8. Location ... horizontal stresses are isotropic.  Notable anisotropic horizontal compressive stresses (B3 and C3) were observed near the periphery of the repository.  The time for maximum compressive stress...

  Innehållstyp: Dokument

• 2004:29 Appendix C & D

  01 januari 2004

  1385 kB ... specimen CA4 (400X), Type 316NG-L1, cold work ratio = 7.5 %, R = 50. Appendix C 2 Figure C3: Cross section of test specimen CA5 (400X), Type 316NG-L1, cold work ratio = 33 %, R = 50.

  Innehållstyp: Dokument

• 2015:43 Robust structural verification of pressurized nuclear components subjected to ratcheting

  01 oktober 2015

  constants. Three back-stress tensors are used for all Chaboche models. In the first P265 model designated C3, constants are determined based on all four saturated stress-plastic strain loops in Figure 5- 14 ... hardening is considered why two more constants are added. The constants in the third P265 model designated C3:2 are determined based only on the saturated stress-plastic strain loop from fully-reversed strain...

  Innehållstyp: Dokument

• 2009:09 Analysis of three sets of SWIW tracer test data using a two-population complex fracture model for matrix diffusion and sorption

  31 mars 2009

  course of the development of the complex fracture model, three different conceptual models, C1, C2 and C3, have been considered to de- scribe how the different populations operate relative to each other. ... the semi-infinite case for large times, when the finite blocks are saturated. Conceptual model C3, proposed by Tsang and Doughty (2009), is the ap- proach used in the present paper. In this model...

  Innehållstyp: Dokument

• 2016:39 Recommended residual stress profiles for stainless steel pipe welds

  08 november 2017

  4844 kB ... (PWR). Table 5: Coefficients for polynomial fit. Hoop stress along paths. Position c0 c1 c2 c3 c4 c5 Center Line 0.63983 -0.5842 5.3703 -8.4527 -1.4992 4.3204 HAZ 0.68005 -2.646 24.875 -72.381 ... 282 Table 6: Coefficients for polynomial fit. Normal stress along paths. Position c0 c1 c2 c3 c4 c5 Center Line 1.08 -2.4157 16.907 -58.2 64.605 -23.274 HAZ 0.82083 -0.9928 8.7745 -35.06 36...

  Innehållstyp: Dokument

• 2005:35 Jämförelse av SKIFS 2004:1 och Tillsynshandbok PSA mot ASME PRA Standard och Europeiska krav på PSA

  01 januari 2005

  263 kB ... estimate the annual frequency of each initiating event or initiating event group. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 ... failure as an unavailability of a component, system, or function modeled in the PRA. C1 C2 C3 HLR-HR-D: The assessment of the probabilities of the pre-initiator human failure events shall...

  Innehållstyp: Dokument

• 2014:30 Modelling Approaches to C-14 in Soil-Plant Systems and in Aquatic Environments

  19 maj 2014

  3102 kB ... of tracers and include: (a) continuous labelling e.g. 13C of C pools and CO2 efflux from soil after C3/C4 vegetationa changes or in Free Air Carbon dioxide Enrichment (FACE) experiments, (b) pulse labelling ... a C3 carbon fixation is a metabolic pathway for carbon fixation in photosynthesis. C3 plants are the common plants which open their stomata during...

  Innehållstyp: Dokument

• 2012:47 C-14 Long-Term Dose Assessment: Data Review, Scenario Development, and Model Comparison

  08 oktober 2012

  1971 kB ... context Living Components of Ecosystems Y F6, G7, J10, K11 Non-living Components of Ecosystems Y B2, C3, D4, E5, H8, I9 7 Table 3 Biosphere Events and Processes FEP number ... water in the soil pores. Agricultural soil (depth, texture, pH, Eh) Soil solids – recalcitrant C3 C3, H8 Slow turnover of non-living carbon (residence time of greater than 10 years) Soil solids –...

  Innehållstyp: Dokument

• 2019:01 Research within technical safeguard at Uppsala university during 2016-2018

  25 januari 2019

  Monte-Carlo based methods in a heavily shielded and collimated geometry is time consuming. In [c3] the disadvantages of using MCNP(X) for the current task are discussed and a way overcoming the disadvantages ... Gamma Spectroscopy, Will be part of the Conference proceedings from PHYSOR 2018, Cancun, Mexico. [c3] Z. Elter et al. “Geometry-based Variance Reduction in simulations of Passive Gamma Spectroscopy from...

  Innehållstyp: Dokument

• Särskilda villkor till ESS-anläggningen i Lund 2019-03-11.pdf

  19 september 2019

  kapitel 5 Mekaniska anordningar. SSM har identifierat ett behov av att revidera villkoren A1, B1, C1, C3-C4, D1, D3, D8-D9, E2. Villkoren kan även framöver behöva genomgå ytterligare revideringar i ... från a. huvudskorstenens partikelfilter enligt C2b, b. respektive utsläppsväg till vatten enligt C3, och c. den omgivande miljön enligt det program som avses i D2. Delproverna tillsammans med uppgifter...

  Innehållstyp: Dokument