Development of a W-beam Guardrail System for Use on a 2:1 Slope PDF Download
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Author: E. A. Keller
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 107
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Author: E. A. Keller
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 107
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Author: Hayes E. Ross
Publisher: Transportation Research Board
ISBN: 0309067502
Category : Four-wheel drive vehicles
Languages : en
Pages : 103
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Author:
Publisher:
ISBN:
Category : Bridge railings
Languages : en
Pages : 205
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Book Description
In this research, a W-beam guardrail system was developed for installation with the steel post attached to the top of a low-fill concrete culvert. The guardrail system was constructed with a 2.66-mm (12-gauge) thick W-beam rail totaling 53.34 m in length. The post spacing was 1,905-mm on center for post numbers 1-9 and 33-41, while the post spacing for post numbers 9-33 was 952.5-mm on center. Two full-scale vehicle crash tests, using 3/4 ton pickup trucks, were performed on the W-beam guardrail system.
Author: American Association of State Highway and Transportation Officials. Task Force for Roadside Safety
Publisher:
ISBN:
Category : Roads
Languages : en
Pages : 560
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Author: International Road Federation
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 748
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Author:
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 396
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Book Description
Author: Jarvis Dale Michie
Publisher:
ISBN:
Category : Transportation
Languages : en
Pages : 432
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Book Description
Barrier installations are warranted (or justified) only at highway locations where the consequence of an errant vehicle leaving the roadway is judged to be more hazardous than the impact with the barrier installation. A six degree-of-freedom mathematical model was found to be useful in describing dynamic behavior of a vehicle during impact. Predictions of vehicle and barrier behavior correlated with results obtained from full-scale crash tests. Crash conditions simulated with a computer were used to identify and evaluate vehicle static and dynamic as well as barrier parameters. Vehicle weight, yaw mass moment of inertia, and deformation constant were found to be significant.
Author:
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 1222
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Author: K. K. Mak
Publisher:
ISBN:
Category :
Languages : en
Pages : 46
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Author:
Publisher:
ISBN:
Category : Electronic book
Languages : en
Pages :
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