laboratory evaluation on performance of glass fiber reinforced plastic mortar pipe culverts

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ID: 219783
2018
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Abstract
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.
Reference Key
shi2018civillaboratory Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Huawang Shi;Lianyu Wei
Journal Journal of dentistry
Year 2018
DOI
10.14311/CEJ.2018.01.0006
URL
http://www.civilengineeringjournal.cz/archive/issues/2018/2018_1/1-2018-0006.pdf
Keywords
civil engineering (general)

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