LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS

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  • Huawang Shi Hebei University of Technology, School of Civil Engineering, Tianjin, China
  • Lianyu Wei Hebei University of Technology, School of Civil Engineering, Tianjin, China

DOI:

https://doi.org/10.14311/CEJ.2018.01.0006

Klíčová slova:

Mechanic performances, FRPM, Ring stiffness, Fatigue

Abstrakt

This paper investigated the performance and behaviour of glass fiber reinforced plastic mortar (FRPM) pipes under different loading conditions. FRPM pipes with inner diameter of 1500 mm were prefabricated in factory. Mechanics performance testing (ring and axial compressive strength and elastic modulus), stiffness and fatigue test were carried out in laboratory. Ring stiffness test provided pipe stiffness (PS) which is a function of geometry and material type of pipe through parallel plate loading test (PPLT). The fatigue test and micro-structure measure method were used to evaluate the durability effects of FRPM under repeated compression load. Results indicated that FRPM pipes had better mechanic performances as the road culverts under soils. It may be helpful for the design and construction of FRPM culverts.

Stažení

Data o stažení nejsou doposud dostupná.

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Stahování

Publikováno

2018-04-30

Jak citovat

Shi, H., & Wei, L. (2018). LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS. Stavební Obzor - Civil Engineering Journal, 27(1). https://doi.org/10.14311/CEJ.2018.01.0006

Číslo

Vol 27 No 1 (2018)

Sekce

Articles

Licence

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