00781509

Component

https://doi.org/10.3141/1690-08

http://scholar.google.com...+Ray&publication_year=1999

The effects of wood post strength and soil strength on the dynamic performance of guardrail systems have long been a concern of the roadside safety community. Evidence from full-scale crash tests has suggested that these parameters may significantly affect guardrail system performance. Essentially identical tests have resulted in widely varying outcomes that might be the result of various post strengths and soil conditions. A finite-element model of a common guardrail terminal--the modified eccentric loader breakaway cable terminal--was developed to examine the effects of post strength and soil strength on the overall performance of the terminal system. A matrix of 12 simulations of a particular full-scale crash test scenario was conducted with the explicit nonlinear dynamic finite-element software LS-DYNA3D to establish the combinations of post and soil strengths that produce favorable results. The parametric simulations show that certain combinations of soil and post strengths increase the hazardous possibilities of wheel snagging, pocketing, or rail penetration, whereas other combinations produce more favorable results. Conditions that will maximize the safety and reliability of the guardrail terminal system are identified.

This paper appears in Transportation Research Record No. 1690, Roadside Safety and Other General Design Issues.

English

p. 78-83

1999

Transportation Research Record

0309071208

Figures (6) ; Photos (1) ; References (9) ; Tables (1)

Breakaway supports; Cables; Crash tests; Finite element method; Guardrail terminals; Mathematical models; Performance; Posts; Reliability; Safety; Simulation; Soils; Strength of materials; Wood

Ls-Dyna3d (Computer program)

Design; Geotechnology; Highways; Research; Safety and Human Factors; I85: Safety Devices used in Transport Infrastructure

TRIS, TRB, ATRI

Jan 21 2000 12:00AM

• CHOOSING AN INVENTORY DATA COLLECTION SYSTEM
• CONNECTING MINNESOTA: SUPERHIGHWAYS TO INFORMATION SUPERHIGHWAYS
• CRASHWORTHINESS OF ROADSIDE FEATURES ACROSS VEHICLE PLATFORMS
• DEVELOPMENT OF A FLARED END TERMINAL THAT MEETS CRITERIA OF NCHRP REPORT 350: THE REGENT SYSTEM
• DEVELOPMENT OF A FLARED ENERGY-ABSORBING TERMINAL FOR W-BEAM GUARDRAILS
• EFFECTS OF COHESIVE MATERIAL PROPERTIES ON LOCAL SCOUR AROUND PIERS
• FACTORS RELATED TO PROBABILITY OF JOINT FLOODING ON PAIRED STREAMS IN OHIO
• HEAVY-GOODS VEHICLE COLLISIONS WITH STEEL ROAD SAFETY BARRIERS: COMBINED INFLUENCES OF POSITION OF CENTER OF MASS AND TIRE-PAVEMENT FRICTION
• HYDRODYNAMIC COUNTERMEASURES FOR LOCAL PIER SCOUR
• INFRASTRUCTURE INVENTORY AND CONDITION ASSESSMENT USING AIRBORNE LASER TERRAIN MAPPING AND DIGITAL PHOTOGRAPHY
• REEXAMINATION OF ROADSIDE ENCROACHMENT DATA (WITH DISCUSSION AND CLOSURE)
• RESOURCE SHARING: WIRELESS TELECOMMUNICATIONS SITE LEASE RATES
• REUSABLE HIGH-MOLECULAR-WEIGHT, HIGH-DENSITY POLYETHYLENE CRASH CUSHIONS FOR WIDE HAZARDS
• ROADSIDE SAFETY ANALYSIS PROGRAM AS A TOOL FOR ECONOMIC EVALUATION OF ROADSIDE SAFETY PROJECTS (WITH DISCUSSION AND CLOSURE)
• SOME EXPERIENCE WITH GEOSPATIAL IMAGERY AND ROUTE OPTIMIZATION
• SURVEYOR: MOBILE HIGHWAY INVENTORY AND MEASUREMENT SYSTEM
• TWO-DIMENSIONAL MODELING OF COLLISION DYNAMICS OF DEFLECTING CONCRETE BARRIERS
• USING LS-DYNA SIMULATION TO SOLVE A DESIGN PROBLEM: BULLNOSE GUARDRAIL EXAMPLE
• VARIATION IN CHARACTERISTICS OF ABRADED ROADWAY PARTICLES AS A FUNCTION OF PARTICLE SIZE: IMPLICATIONS FOR WATER QUALITY AND DRAINAGE
• VIDEOLOG ASSESSMENT OF VEHICLE COLLISION FREQUENCY WITH CONCRETE MEDIAN BARRIERS ON AN URBAN HIGHWAY IN CONNECTICUT