| Design and crash-test of rockfall barriers |
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The rockfall barriers designed and built by Artigiana Costruzioni are the product of continuous research activity coupled to the commitment of skilled workforce.
By re-running the two stages it is possible to create reliable, innovative and optimized systems both in performance and in cost terms. Stage 1The simulation - through structural calculation software - of the finished elements looks at the geometric and structural size of the components constituting the rockfall barrier. The barriers are simulated through special software dedicated to the structural calculations and by carrying out a static as well as dynamic investigations. For the static calculation the conditions of the system stability are investigated under three different headings:
The system - made up of net panels with guylines – is studies by analyzing two aspects:
The distinction is necessary for establishing which guylines suffer the highest stress before deciding the extent of the structural dimensions. Stage 2Real-life test of the barrier designed in the first stage, in a vertical impact test field equipped for releasing heavy weights from a prefixed height by using a derrick crane for the lifting and subsequent vertical release of test blocks; the latter are manufactured in reinforced concrete in a polyhedron shape and with a volume capable of reaching a minimum speed of 25 m/s on impact with the test barrier. The rockfall barrier testing method is the following:
followed by, 4. assessment of barriers based on special criteria. In accordance with the standards, the rockfall barrier to be tested consists of a working module of at least three net panels; the latter, fixed at a slant, are tested with test blocks following the methods described earlier. Furthermore the test is video recorded with high speed cameras and still pictures are also taken; this makes it possible to assess the block speed on impact with the barrier (vmin = 25 m/s), the barrier’s maximum deformation before pull back and the permanent residual deformation. By measuring the maximum deformation, it is possible to calculate the test block potential energy rating at the point of impact with reference to the point of maximum deformation; such a value shall not - in accordance with the standards - be added to the kinetic energy at impact and is taken as a safety surplus of the damping capability of the tested barrier.
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