| Autor: |
R. Long, G. Fourlaris, D.A.F. Bayton |
| Rok vydání: |
2009 |
| Předmět: |
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| Zdroj: |
Materials & Design. 30:635-641 |
| ISSN: |
0261-3069 |
| DOI: |
10.1016/j.matdes.2008.05.048 |
| Popis: |
Bolted road safety barrier connections utilise slotted holes that are perpendicular to the direction of the safety barrier beam. Due to the clearance between the slotted holes and the bolts, a varying amount of slippage is seen before contact with the edge of the slot is made. The stiffness characteristics of bolted road safety barrier connections have been examined with a representative test coupon that incorporates a full size safety barrier connection slot to industry standard dimensions. Previous research work has successfully determined the stiffness characteristics of the bolted connections at quasi-static strain rates. Representative non-linear finite element models of the bolted test coupons have been constructed. When compared to the laboratory results the initial stiffness, maximum force and displacement of the bolted connections are similar to the finite element model predictions. Current investigations have moved onto strain rates comparable to those observed in actual vehicle crash tests. Explicit dynamic finite element(FE) models have been constructed and validated, using experimental data produced using a series of high strain rate laboratory tests fora number of bolt configurations. (C) 2008 Elsevier Ltd. All rights reserved. |
| Databáze: |
OpenAIRE |
| Externí odkaz: |
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