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

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 modu...

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Main Authors: Huawang Shi, Lianyu Wei
Format: Article
Language:English
Published: Czech Technical University, Prague 2018-04-01
Series:Civil Engineering Journal
Subjects:
Online Access:http://www.civilengineeringjournal.cz/archive/issues/2018/2018_1/1-2018-0006.pdf
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author Huawang Shi
Lianyu Wei
author_facet Huawang Shi
Lianyu Wei
author_sort Huawang Shi
collection DOAJ
description 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.
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spelling doaj.art-428d8a39f70143ff81ae8c054af86c472023-08-02T04:19:42ZengCzech Technical University, PragueCivil Engineering Journal1805-25762018-04-0120181607110.14311/CEJ.2018.01.0006LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTSHuawang Shi0Lianyu Wei11. Hebei University of Technology, School of Civil Engineering, Tianjin, China3. Hebei University of Technology, School of Civil Engineering, Tianjin, ChinaThis 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.http://www.civilengineeringjournal.cz/archive/issues/2018/2018_1/1-2018-0006.pdfMechanic performancesFRPMRing stiffnessFatigue
spellingShingle Huawang Shi
Lianyu Wei
LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS
Civil Engineering Journal
Mechanic performances
FRPM
Ring stiffness
Fatigue
title LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS
title_full LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS
title_fullStr LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS
title_full_unstemmed LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS
title_short LABORATORY EVALUATION ON PERFORMANCE OF GLASS FIBER REINFORCED PLASTIC MORTAR PIPE CULVERTS
title_sort laboratory evaluation on performance of glass fiber reinforced plastic mortar pipe culverts
topic Mechanic performances
FRPM
Ring stiffness
Fatigue
url http://www.civilengineeringjournal.cz/archive/issues/2018/2018_1/1-2018-0006.pdf
work_keys_str_mv AT huawangshi laboratoryevaluationonperformanceofglassfiberreinforcedplasticmortarpipeculverts
AT lianyuwei laboratoryevaluationonperformanceofglassfiberreinforcedplasticmortarpipeculverts