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In the second part, a force model is presented based on a toroidal approximation of the liquid bridge profile.
Parabolic approximation and a rupture criterion are proposed to determine the liquid bridge profile and rupture distance, respectively.
The results obtained from the application of CFD to the structural bridge profile were validated by experimental results from wind tunnel tests.
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The bridge profiles predicted using the simplified model and the numerical simulation are compared.
Gravimetric tests were carried out to investigate the moisture diffusion characteristic and hygrothermal aging properties in pultruded glass fiber reinforced polymer (PGFRP) composite laminates of bridge profiles exposed to the water and artificial seawater at temperatures of 40 °C, 60 °C and 80 °C respectively.
In the same way, half-bridge profiles collected with Spc42 as a reference were oriented to one side based on the non-Spc42 signal (or YFP in the YFP-Spc42-mTurquoise2 strain).
For horizontal (x direction) half-bridge profiles with a single peak, 30 pixels at either end of the distribution were removed to prevent mis-fitting due to variable background signals in that region.
The arches rise above the deck and, in conjunction with the chain suspenders, give the bridge in profile what appear to be a set of eyes.
A pultruded composite bridge deck profile, with double cells, was designed and manufactured from fiber/resin level to structural system level and both longitudinal and transverse flexural behaviors were experimentally and theoretically investigated.
In generating response samples to mimic measured data, vehicle parameters, bridge roughness profile and vehicle speed, have been taken as known quantities.
The optimized strain distribution corresponds to a bridging traction profile, with a maximum bridging traction of ∼8.3 MPa.
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