Please select and order
€64.38
excl. VAT
Add to cart
Norm
ÖNORM EN 13146-3
Issue date: 2003 03 01
Railway applications - Track - Test methods for fastening systems - Part 3: Determination of attenuation of impact loads
This Part of this European Standard specifies laboratory test procedures for applying an impact to a rail fastened to
a concrete sleeper or bearer which simulates the im...
Withdrawn: 2012 05 15
§ Legal References
Publisher:
Austrian Standards International
Format:
Digital | 13 Pages
Language:
German
| English
| Download GER/ENG
Currently valid:
Optionally co-design standards:
ICS
This Part of this European Standard specifies laboratory test procedures for applying an impact to a rail fastened to
a concrete sleeper or bearer which simulates the impact loading caused by traffic on railway track and measuring
the strain induced in the sleeper. They are used for comparing the attenuation of impact loads on concrete sleepers
or bearers by different rail pads. A reference procedure and alternative procedure are included.
These test procedures apply to a complete fastening assembly.
ÖNORM EN 13146-3
2012 05 15
Railway applications - Track - Test methods for fastening systems - Part 3: Determination of attenua...
Norm
ÖNORM EN 13146-3
2003 03 01
Railway applications - Track - Test methods for fastening systems - Part 3: Determination of attenua...
Norm
↖
Norm
Issue date :
2009 08 15
Railway applications - Track - Concrete sleepers and bearers - Part 1: General requirements
Norm
Issue date :
2009 08 01
Railway applications - Track - Concrete sleepers and bearers - Part 3: Twin-block reinforced sleepers
Norm
Issue date :
2009 11 15
Railway applications - Track - Concrete sleepers and bearers - Part 2: Prestressed monoblock sleepers
Norm
Issue date :
2012 05 15
Railway applications - Track - Test methods for fastening systems - Part 4: Effect of repeated loading
Norm
Issue date :
2012 05 15
Railway applications - Track - Test methods for fastening systems - Part 3: Determination of attenuation of impact loads
