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12th International Symposium on District Heating and Cooling

12th International Symposium on District Heating and Cooling

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The <str<strong>on</strong>g>12th</str<strong>on</strong>g> <str<strong>on</strong>g>Internati<strong>on</strong>al</str<strong>on</strong>g> <str<strong>on</strong>g>Symposium</str<strong>on</strong>g> <strong>on</strong> <strong>District</strong> <strong>Heating</strong> <strong>and</strong> <strong>Cooling</strong>,September 5 th to September 7 th , 2010, Tallinn, Est<strong>on</strong>iaVelocity (mm/s)600 mm below surface, vehicle speed 40 km/hover the test area. At next instant it is squeezedtogether approximately 0.07 mm at the same time asthe blue curve indicates that the pipe goes eccentricapproximately 0.04 mm.0,120,100,08Side (mm)Up (mm)0,06Down(mm)Time (s)Fig. 17 Vibrati<strong>on</strong> velocity 600 mm below the road surfacewhen lorry passes at 40 km/h.mm0,040,020,00-0,02-0,04-0,060,00 1,00 2,00 3,00 4,00time (s)Fig. 20 Instant deformati<strong>on</strong> 200 mm below the roadsurface when lorry passes at 40 km/h.3.3 Test results from radial <strong>and</strong> axial stiffness ofthe pipeThe test pipe was compressed 1.8 mm two times with afeed speed of 1 mm/min. In Fig. 21 it can be seen thatthe maximum force at 1.8 mm turned out to be 1.4 kN.Fig. 18 Maximum amplitude of accelerati<strong>on</strong> as a functi<strong>on</strong>of speed.Using this result to look at what the corresp<strong>on</strong>dingforces should be in the test when a heavy lorry passesover the test area (see Fig. 20) it can be establishedthat the instant forces from passing vehicles is small.1600140012001000Load, N800600400Test 1200Test 200 0,5 1 1,5 2Fig. 19 Maximum amplitude of vibrati<strong>on</strong> velocity as afuncti<strong>on</strong> of speedDeformati<strong>on</strong>, mmFig. 21 Diagram radial stiffness of a casaflex pipe.Feed speed 3 mm/minThe accelerati<strong>on</strong> of the ground increases with thespeed of the traffic. And the effect is more sensitive thecloser you are to the surface (see Fig. 18).201816Load case (a)The vibrati<strong>on</strong> velocity also increase with the speed ofthe traffic. The effect is not as sensitive as for theaccelerati<strong>on</strong> when it comes to the coverage (seeFig. 19).Axial load, kN141210864Load case (c)Load case (b)In Fig. 20 the diagram describes the instantdeformati<strong>on</strong>s in the test pipe when the heavy lorrypasses over the test area at a speed of 40 km/h. It canbe seen from the red <strong>and</strong> the violet curves that the pipecasing is squeezed together approximately 0.17 mmfrom top to bottom at the instant when the lorry passes200 0,5 1 1,5 2Axiell compressi<strong>on</strong> %Fig. 22 Axial stiffness of a casaflex pipe101

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