A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Evaluating long-term performance of Glass Fiber Reinforced Plastic pipes subjected to internal pressure
https://orcid.org/0000-0002-1552-5024
HighlightsAn integrated procedure is developed to predict long-term behavior of GFRP pipe subjected to internal pressure.The developed modeling is just in need of short-term experimental data on pure resin.Creep evolution is simulated based on gradual and sudden degradations of mechanical properties.As a case study, developed modeling is executed for a commercially produced GFRP.
AbstractA computational modeling procedure is developed for simulating long-term creep behavior of Glass Fiber Reinforced Plastic (GFRP) mortar pipes subjected to internal pressure. The modeling procedure includes creep evaluation, stress analysis, failure evaluation and degradation of mechanical properties. Different levels of internal pressure are examined to obtain sufficient data point on failure-pressure versus time-to-failure graph up to 100,000min. At each specific pressure level, the modeling procedure continues till the functional failure is distinguished implying on weepage phenomenon. Obtained data are extended to 50years using extrapolation technique for predicting the remaining strength of investigated GFRP pipe after 50years.
Evaluating long-term performance of Glass Fiber Reinforced Plastic pipes subjected to internal pressure
https://orcid.org/0000-0002-1552-5024
HighlightsAn integrated procedure is developed to predict long-term behavior of GFRP pipe subjected to internal pressure.The developed modeling is just in need of short-term experimental data on pure resin.Creep evolution is simulated based on gradual and sudden degradations of mechanical properties.As a case study, developed modeling is executed for a commercially produced GFRP.
AbstractA computational modeling procedure is developed for simulating long-term creep behavior of Glass Fiber Reinforced Plastic (GFRP) mortar pipes subjected to internal pressure. The modeling procedure includes creep evaluation, stress analysis, failure evaluation and degradation of mechanical properties. Different levels of internal pressure are examined to obtain sufficient data point on failure-pressure versus time-to-failure graph up to 100,000min. At each specific pressure level, the modeling procedure continues till the functional failure is distinguished implying on weepage phenomenon. Obtained data are extended to 50years using extrapolation technique for predicting the remaining strength of investigated GFRP pipe after 50years.
Evaluating long-term performance of Glass Fiber Reinforced Plastic pipes subjected to internal pressure
https://orcid.org/0000-0002-1552-5024
HighlightsAn integrated procedure is developed to predict long-term behavior of GFRP pipe subjected to internal pressure.The developed modeling is just in need of short-term experimental data on pure resin.Creep evolution is simulated based on gradual and sudden degradations of mechanical properties.As a case study, developed modeling is executed for a commercially produced GFRP.
AbstractA computational modeling procedure is developed for simulating long-term creep behavior of Glass Fiber Reinforced Plastic (GFRP) mortar pipes subjected to internal pressure. The modeling procedure includes creep evaluation, stress analysis, failure evaluation and degradation of mechanical properties. Different levels of internal pressure are examined to obtain sufficient data point on failure-pressure versus time-to-failure graph up to 100,000min. At each specific pressure level, the modeling procedure continues till the functional failure is distinguished implying on weepage phenomenon. Obtained data are extended to 50years using extrapolation technique for predicting the remaining strength of investigated GFRP pipe after 50years.
Evaluating long-term performance of Glass Fiber Reinforced Plastic pipes subjected to internal pressure
Rafiee, Roham (author) / Mazhari, Behzad (author)
Construction and Building Materials ; 122 ; 694-701
2016-06-20
8 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2016
Simulation of the long-term hydrostatic tests on Glass Fiber Reinforced Plastic pipes
| British Library Online Contents | 2016
Simulation of the long-term hydrostatic tests on Glass Fiber Reinforced Plastic pipes
| British Library Online Contents | 2016
Effect of aqueous environment on the long-term behavior of glass fiber-reinforced plastic pipes
| British Library Online Contents | 2004