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Environmental effects on cover cracking due to corrosion
www-civ.eng.cam.ac.uk/cjb/papers/p68.pdf4 Aug 2010: 35]. Morelong term corrosion tests are needed to establish relationshipsbetween corrosion rates and environmental properties. ... 2] I. Balafas, 2003. Fibre-reinforced-polymers vs steel in concrete bridges: structuraldesign and economic viability. -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 Mar 2004: The tests were done with a cross-head speed of5 mm/min, and were recorded with a Sony DCR-PC110E digital video camera. ... Displacement (mm). Fo. rce. (N. ). Test. Abaqus. 6. Fig. 17 Response to vertical tip loads. -
Wrinkled membranesPart I: experiments
www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p02-p.pdf23 Feb 2006: All test results presented in this section were obtained on 380 mm widemembranes with a height, between the supports, of 128 mm. ... Laser scanning frame. 3.2. Shear test apparatus. 3.3. Square membrane apparatus. -
Thusyanthan, N. I. et al. (2007). Géotechnique 57, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/182.pdf30 Jul 2007: After each test, photographs were taken of everyfracture surface. The fracture plane was seen to intersect oneor more tensiometers in 7 out of 17 tests. ... This. Table 2. Test programme. Type of four-pointbending test. Test Initial suctionmeasured, s9i: -
Thesis_VivaCorrections_Rev1_DG
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Garber_D.pdf15 May 2014: integrated models of GSHP systems and to test these models with case studies of existing GSHP. ... incorporating this uncertainty in the design and economic evaluation of full-size (i.e. -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: To cross-head. To baseof Instron. Figure 5.2: Kxx test set-up. Prediction of Rolamite Stiffness. ... ess. N/m. m2. E=13200. Figure 5.10: Stiffness test on coated wire used in hinge. -
Structural Engineering International 4 / 99 Reports 1 Glass ...
www-civ.eng.cam.ac.uk/cjb/papers/p40.pdf20 Mar 2000: Fig. 1: Bonded plates on test beams. 2 Reports Structural Engineering International 4 / 99. ... time.Similarly, the use of GFRP compositesfor complete structures is proving tobe economic when there are access dif-ficulties for building conventionalheavy -
The Study ofRelative Density and Boundary Effects for Cone ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf22 Aug 2001: 2.2 Some remarks about calibration chamber tests. 3 Centrifuge Tests. 3.1 Test programme. ... 3.1 Test programme. The detail and geometry of the tests are tabulated in Table 1. -
D:\Current_work\CRTS Reflectors\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_paper.pdf27 Aug 2002: Simple equilibrium considerations lead torelationships between the tension in the middle of cord i, Ti, the sag of cord i, si, and the sag of cord i 1,si1, etc. ... This was probably due to the damage mentioned above. This test confirmed a conclusion -
SE1 p1 Cover
www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment. ... γ factors as low as about 0.20 arepresent
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