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Cambridge University Engineering Dept. - Structures Group
www-civ.eng.cam.ac.uk/abstract/agyeiabs.htm10 Nov 2003: B B Agyei. Abstract:. The research investigates the fatigue resistance of concrete beams prestressed with carbon fibre reinforced polymer (CFRP) tendons. -
Chris Morley
www-civ.eng.cam.ac.uk/struct/ctm/publications.html30 Nov 2007: 1986 - 1990 L.B.B.Peer Ph.D. thesis 1990 Water flow into unsaturated concrete. ... ACI Structural Journal, 87, 597-605. 1991 (Z.B.Mohamed & CTM) Shear strength of r.c. -
ACM-046
www-civ.eng.cam.ac.uk/cjb/papers/cp66.pdf20 Jul 2004: tc. tc. O. A A. A. B B. B. C B1. ... Cre. ep S. train. Time. B′. B. B ′′. B. C. -
Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…
www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt17 Sep 2001: Choice between two liquefaction hypotheses B. B Casagrande Buenos Aires. Even a dense sand if heavily loaded can liquefy. ... Reject both A and B. Sand yields, it is stable, on the wet side of critical states. -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 Mar 2004: A. B. B. A. (a) Flat. (b) Deployed. Fig. 2 Use of a shaped sheet A to form sheet Binto a singly-curved surface. ... Surface A. O. y. D, G. L. M. C. E. (b) Folded configuration. -
CUED Structures Group Theses - Peer
www-civ.eng.cam.ac.uk/abstract/lbbpabs.htm13 Nov 2003: Water flow into unsaturated concrete. L.B.B. Peer. Abstract:. Physical and diffusion theories, used to describe fluid flow into dry and partially saturated porous media, are applied to concrete in -
Direct tension test to simulate bond behaviour between FRP plate and…
www-civ.eng.cam.ac.uk/cjb/papers/cp87.pdf27 Mar 2010: b b b b. tg=5. hg=14hf=12. tf=1. 2. tg=5. hg=14hf=12. tf=1. ... 2. Bond 1-Section A-A Bond 2&4-Section A-A Bond 3-Section A-A Bond 5-Section A-A All specimens-Section B-B. -
C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…
www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf24 Apr 2003: w. R. r1. π/2n. Rwrin-r1. θ. r. (a). (b). λ. 2A. ... A. B. B. C. C. (b). Figure 5: Wrinkled shapes for (a) T1/T2 = 1 and (b) T1/T2 = 4. -
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www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/112_Geotechnique_No51_Issue10_835_847.pdf5 Jan 2004: B '. , ) ) < ) B ' ) ' # B ' ') ' B # = - - )') ' ' ( ' B ' # ' B ' '. 3F # ' '! & 33E.E. 75 cm. 180. cm. Rigid plate. ... $&"%$. # - < 7 ' - B #7 # ' B B - - '' < ' 7 , ) ) -) < " ' ' - < 7 ) ') - ) - B ). ' ' B. ' B - - ' B < -' ' ,)' B' ' , ,) ) < - ' -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: b. h. h = 250 mm. h h. b b. b =140 mm d = 220 mm CF2, SB2 and SB4 belong to this category. ... h = 200 mm b =140 mm rsp = 57.5 mm d = 170 mm. -
NEW CONCEPTS FOR SPACECRAFT ANTENNAS AND RADAR STRUCTURESBASED ON ...
www-civ.eng.cam.ac.uk/dsl/publications/New%20concepts.pdf17 Feb 2006: A. B. B. A. (a) Flat. (b) Deployed. Figure 2: Use of a shaped sheet A to shape sheet B into a singly-curved surface. ... The required reflective surface is obtained by replacing sheet B with a rectangular sheet, see. -
Soil-Structure Interaction_ver7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf15 Feb 2005: horizontal loading of a rigid rectangular on the surface since the ratio l/B approaches zero. ... Broms, B.B. (1964) “Lateral Resistance of Piles in Cohesive Soils,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/14lowe.pdf11 Jul 2007: At corners b will span round concave corners in circular arcs all of radius, r. ... It is straight forward to show that A=a 1.5.ω.r 2 and that B= b 3.ω.r. -
Micromechanical Models for Bending Behavior of Woven Composites
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2264.pdf17 May 2005: . N. M. =. . A. B. B. D. . ... It is assumed that the laminate is symmetric B = 0,and is subject to pure bending and large curvature κx,i.e. -
Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf22 Aug 2001: Schofield, A.N.,(1981), Dynamic and EarthquakeProc. Recent Advances in Cieotech. Earthquake B. ... 4. -cc. b. B =Verticallypropagating Sh WavesBed rock motion. Slip along aFault plane. -
FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 Apr 2011: Figure 2 — Direct pull out tests set-ups. (a) Beam test (b) Modified beam test. ... B. Section B Section B. Specimen with central steel. Specimen without central steel. -
IASS-IACM 2000Fourth International Colloquium on Computation of Shell …
www-civ.eng.cam.ac.uk/dsl/publications/slittube.pdf13 Sep 2000: them. (a) Extended configuration (b) Coiled configuration. Figure 1:The two equilibrium states. ... b) Symmetrical layup. Figure 11:Contours ofΓXY for the two layups. for zero global force. -
1 INTRODUCTION Many macroscopic phenomena of granular media are ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf6 Oct 2001: A. 0MPa B. 0.63MPa C. 5.58MPa. D. 0.59MPa E. 5.92MPa F. ... Particle Radius (µm). Virgin D10. Virgin D50. Virgin D10. a. Pile test, element B b. -
E:CURRENT_WORKDERA PROJECTSMALL SATELLITE MECHANISMSREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TR190.pdf17 Nov 2000: a). (b). (d). (c). Additionalmembers. Figure 4.2: New concept. 27. (a) (b). ... Figure 4.3: Hexagonal tensegrity module; (a) three-dimensional view; (b) top view. -
10853_2008_2676_43_14-web 4789..4800
www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf22 Mar 2010: perature step ðBÞ can be found by two methods:. (a) by adding the thermal contraction, so B B þ B0B00,or. ... adjusted value, B:. Based on these results it was decided to have a minimum.
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