🇵🇱 POLITECHNIKA BYDGOSKA PL
Materials & polymersConstructionAutomotive
POLITECHNIKA BYDGOSKA is a laboratory accredited by PCA under number AB 372 (Bydgoszcz, Poland). Its accreditation scope covers 14 test methods in the following areas: Materials & polymers, Construction, Automotive. Test objects include: Metals and metal alloys, Steel for the reinforcement and prestressing of concrete, Railway rails, Bogie frames of rail vehicles.
At a glance
- Accreditation number: PCA AB 372
- Methods in scope: 14
- Types of test objects: 5
- City: Bydgoszcz, Poland
- Accreditation number
- AB 372
- Accreditation body
- PCA
- Address
- im. JANA I JĘDRZEJA ŚNIADECKICH, LABORATORIUM BADAŃ MATERIAŁÓW I KONSTRUKCJI, Al. prof. S. Kaliskiego 7, 85-796 Bydgoszcz
- City
- Bydgoszcz, Poland
What this laboratory tests (5)
- Metals and metal alloys — 5 methods
- Steel for the reinforcement and prestressing of concrete — 5 methods
- Railway rails — 2 methods
- Bogie frames of rail vehicles — 1 method
- Machine assemblies and mechanical structural components or parts of structures — 1 method
Accreditation scope — test methods (14)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Metals and metal alloys | Mechanical properties: tensile strength Rm, proof strength, plastic extension Rp, distinct yield strength Re, elongation A, reduction of area Z max. force do 1000 kN displacement do 400 mm Tensile test at room temperature |
PN-EN ISO 6892-1:2020-05 Metoda B | ASTM E8 / E8M-21 | ||
| 2 | Metals and metal alloys | Mechanical properties: tensile strength Rm, proof strength, plastic extension Rp, distinct yield strength Re, elongation A, reduction of area Z max. force do 1000 kN displacement do 400 mm Tensile test at elevated temperature do 350°C |
PN-EN ISO 6892-2:2018-08 | ASTM E21-20 | ||
| 3 | Metals and metal alloys | Characteristic fatigue properties under axial tension and compression max. force up to ±1000 kN displacement up to ±200 mm Characteristic fatigue properties under bending conditions Range maks. moment ±50 Nm Fatigue test at temperature do 350°C |
PN-76/H-04326 | PN-74/H-04327 | ASTM E466-21 | ||
| 4 | Metals and metal alloys | Fatigue properties under low-cycle fatigue of metals max. force up to ±1000 kN displacement up to ±200 mm Fatigue test at temperature do 350°C |
PN-84/H-04334 | ASTM E606 / E606M-21 | ||
| 5 | Metals and metal alloys | Fatigue properties under high-cycle and gigacycle fatigue of metals: Range częstotliwość obciążenia 20 ± 0,5 kHz Stress ratio R ≥ -1 Fatigue test at temperature do 350°C |
Procedura PB-02 wydanie 2 z dnia 01.09.2021 r. | ||
| 6 | Steel for the reinforcement and prestressing of concrete | Tensile test max. force do 1000 kN displacement do 400 mm |
PN-EN ISO 15630-1:2019-04 | PN-EN ISO 15630-2:2019-04 | PN-EN ISO 15630-3:2019-04 | PN-H-93220:2018-02 | ||
| 7 | Steel for the reinforcement and prestressing of concrete | Fatigue test Range maks. siła do ±1000 kN displacement up to ±200 mm |
PN-EN ISO 15630-1:2019-04 | PN-EN ISO 15630-2:2019-04 | PN-EN ISO 15630-3:2019-04 | PN-H-93220:2018-02 | ||
| 8 | Steel for the reinforcement and prestressing of concrete | Bend test, Diameter up to 16 mm | PN-EN ISO 15630-1:2019-04 | PN-H-93220:2018-02 | ||
| 9 | Steel for the reinforcement and prestressing of concrete | Bend test with back-bending, Diameter up to 16 mm | PN-EN ISO 15630-1:2019-04 | PN-H-93220:2018-02 | ||
| 10 | Steel for the reinforcement and prestressing of concrete | Resistance to cyclic loading, Diameter up to 10 mm | PN-H-93220:2018-02 | ||
| 11 | Machine assemblies and mechanical structural components or parts of structures | Strength under static loading conditions max. force do 1000 kN Displacement do 400 mm Tensile or compression tests Strength under variable loading max. force up to ±1000 kN displacement up to ±200 mm Fatigue tests |
Procedura PB-01 wydanie 2 z dnia 01.09.2021 r. | ||
| 12 | Bogie frames of rail vehicles | Static testing max. force do 1000 kN Displacement do 400 mm Fatigue testing max. force up to ±1000 kN displacement up to ±200 mm |
PN-EN 13749+A1:2024-04 p. 6.2.3, 6.2.4 | ||
| 13 | Railway rails | Static strength Bend test max. force do 1000 kN displacement do 400 mm |
PN-EN 14587-1:2019-03 Annex A | ||
| 14 | Railway rails | Fatigue strength of joints welded by the flash butt welding method max. force up to ±1000 kN Displacement up to ±200 mm |
PN-EN 14587-1:2019-03 Annex C | ||
Reference standards (18)
ASTM E21-20
ASTM E466-21
ASTM E606 / E606M-21
ASTM E8 / E8M-21
PN-74/H-04327
PN-76/H-04326
PN-84/H-04334
PN-EN 13749+A1:2024-04 p. 6.2.3, 6.2.4
PN-EN 14587-1:2019-03 Annex A
PN-EN 14587-1:2019-03 Annex C
PN-EN ISO 15630-1:2019-04
PN-EN ISO 15630-2:2019-04
PN-EN ISO 15630-3:2019-04
PN-EN ISO 6892-1:2020-05 Metoda B
PN-EN ISO 6892-2:2018-08
PN-H-93220:2018-02
Procedura PB-01 wydanie 2 z dnia 01.09.2021 r.
Procedura PB-02 wydanie 2 z dnia 01.09.2021 r.