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21 - 30 of 31 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 31 match some words.

  1. Results that match 1 of 2 words

  2. Modelling of Anisotropic Viscoelastic Behaviour in Super-Pressure…

    www-civ.eng.cam.ac.uk/dsl/publications/Anisotropic%20viscoelastic%20behaviour.pdf
    10 Apr 2007: 40 -20 0 2002468. 10. Temperature [oC]. Log a. T. 0 4 8 12 16 20 24. ... 3. 4. time [s]. str. ess [M. Pa]. 0 20 40 60 5200.

  3. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/05burgoyne.pdf
    11 Jul 2007: Figure 20 shows the nodal locations where the slab is yielding at the highest lower bound found. ... Fig 20. Yielding locations in highest lower bound. Fig 21. Predicted Yield Line Pattern for Example 3 from COBRAS [6].

  4. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/09eyre.pdf
    11 Jul 2007: non-straight yield lines in the shear span carried on by Müller [17], Marti [18], Jensen [19] and Kemp & Al-Safi [20]. ... 71-78. [20] Kemp, K.O. & Al-Safi,M.T., “An upper-bound rigid-plastic solution for the shear failure of concrete beams without

  5. S1 : Stadium Roof Design – Design Decisions

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S1%20Design%20Decision%20Teachers%20Notes.doc
    2 Jul 2007: The retractable roof consists of 27000m2 of fixed roof with 8960m2 of moveable roof that can open/close in 20 minutes. ... 8. 8. 10. 8. Tension Structure. 80. 45. 10. 20. 8.

  6. Viscoelastic Behaviour of Pumpkin Balloons T. Gerngross, Y. Xu ...

    www-civ.eng.cam.ac.uk/dsl/publications/viscoelastic%20behaviour%20of%20pumpkin%20balloons.pdf
    17 Apr 2007: 0 4 8 12 16 20 24. -1.2. -0.8. -0.4. 0.0. ... Stress [MPa]. Log. aσ. 23oC. 0oC. -30oC-50oC. (b) aσ. 0 5 10 15 20 250.41.01.41.82.22.6.

  7. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/07collins.pdf
    11 Jul 2007: was that shear and torsional strengths were influenced by about 20 variables and that so many of the available experimental results were either impractical or of poor quality. ... Figure 10 shows the results of two series of reinforced concrete elements

  8. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf
    11 Jul 2007: 20. Skew Wedge (Positive skew). 21. Skew Wedge (Negative skew). 22. ... kN) 24.5 25.3 1 2 223.0 7.2 22.5 2.3 20.5 17.7 N/A 28.5 25.7 19.0 9.3.

  9. Optimization pumpkin balloons.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Optimization%20pumpkin%20balloons%20SMALL.pdf
    7 May 2007: 0]T. (20). and vn can be obtained by inserting Equation 20 into Equation 18. ... a) Ratio between arc length and cord length. 0 20 40 60 80 100200.

  10. Thusyanthan, N. I. et al. (2007). Géotechnique 57, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/182.pdf
    30 Jul 2007: Type B beams (strain-controlled tests). 0 20 40 60 80 100 120. ... 12(b) at corresponding. 80 60 40 20 0 20 40 60 800.

  11. Topology Optimization of Adaptive Compliant Aircraft Wing Leading…

    www-civ.eng.cam.ac.uk/dsl/publications/topology_paper_SDM.pdf
    2 Apr 2007: In the above example, if K is set to 20, the parameterized.

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