Basic research in crashworthiness II - low speed impact tests of unmodified vehicles. Interim technical report.

National Highway Traffic Safety Administration, Washington, D.C.

Basic research in crashworthiness II - low speed impact tests of modified vehicles. Interim technical report.

National Highway Traffic Safety Administration, Washington, D.C.

25.0 mph 26 degree crabbed moving barrier impact tests into a 26 degree load cell barrier face. Test #1: NHTSA deformable barrier face. Test #2: EEVC deformable barrier face. Test report.

Mode of access: Internet.

Light truck aggressivity study - test report 1 - truck-to-car head-on impact tests. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Light truck aggressivity study - test report 2: truck-to-car 90 degree left side impact tests. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Van crashworthiness and aggressivity study - test report 2: van-to-car head-on impact tests. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Light truck aggressivity study. Test report 3: truck-to-car right offset impact tests. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Van crashworthiness and aggressivity study. Test report I: van-to-NHTSA fixed test device head-on impact tests. Volume I. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Review of head rotational measurements during biomechanical impact tests. Technical report.

Mode of access: Internet.

Impact tests of human subjects using a prototype air bag restraint system. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Impact tests of a near-production air cushion restraint. Final report.

National Highway Traffic Safety Administration, Office of Vehicle Structures Research, Washington, D.C.

Impact tests of a near-production air cushion restraint.

Mode of access: Internet.

Impact on HDPE and PVC plates - Experimental tests and numerical simulations

This paper presents first material tests on HDPE and PVC, and subsequently impact tests on plates made of the same materials. Finally, numerical simulations of the plate impact tests are compared with the experimental results. A rather comprehensive series of mechanical material tests were performed to disclose the behaviour of PVC and HDPE in tension and compression. Quasi-static tests were carried out at three rates in compression and two in tension. Digital image correlation. DIC, was used to measure the in-plane strains, revealing true stress-strain curves and allowing to analyze strain-rate sensitivity and isotropy of Poisson`s ratio. In addition, dynamic compression tests were carried out in a split-Hopkinson pressure bar. Quasi-static and dynamic tests were also performed on clamped plates made of the same PVC and HDPE materials, using an optical technique to measure the full-field out-of-plane deformations. These tests, together with the material data, were used for comparative purposes of a finite element analysis. A reasonable agreement between experimental and numerical results was achieved. (C) 2010 Elsevier Ltd. All rights reserved.

Analysis of Combined Bending and Punching Tests of Reinforced Concrete Slabs within IMPACT III Project

The paper reports on a collaborative effort between the Swiss Federal Nuclear Safety Inspectorate (ENSI) and their consultants Principia and Stangenberg. As part of the IMPACT III project, reduced scale impact tests of reinforced concrete structures were carried out. The simulation of test X3 is presented here and the numerical results are compared with those obtained in the test, carried out in August 2013. The general object is to improve the safety of nuclear facilities and, more specifically, to demonstrate the capabilities of current simulation techniques to reproduce the behaviour of a reinforced concrete structure impacted by a soft missile. The missile is a steel tube with a mass of 50 kg and travelling at 140 m/s. The target is a 250 mm thick, 2,1 m by 2,1 m reinforced concrete wall, held in a stiff supporting frame. The reinforcement includes both longitudinal and transverse rebars. Calculations were carried out before and after the test with Abaqus (Principia) and SOFiSTiK (Stangenberg). In the Abaqus simulation the concrete is modelled using solid elements and a damaged plasticity formulation, the rebars with embedded beam elements, and the missile with shell elements. In SOFiSTiK the target is modelled with non-linear, layered shell elements for the reinforcement on both sides; non-linear shear deformations of shell/plate elements are approximately included. The results generally indicate a good agreement between calculations and measurements.

Appendix to report - summary of the results of crash tests performed on the Connecticut Impact Attenuation System (CIAS).

Mode of access: Internet.