Fiberglass Engineering - Case Studies
An Above-Ground FRP Potable Cleaning Water System
In this case study, we delve into a static stress analysis concerning a distillate water header within a remineralization unit of a desalination plant.
FEA Analysis for a DN1200 GRP Test Spool
In this case study, a burst test was conducted to demonstrate the strength of a DN1200 Glass Fiber Reinforced Plastic (GRP) pipe. The objective was to ensure that the pipe spool could endure an internal pressure six times greater than the design pressure of 10 Barg, equivalent to 60 Barg for a short duration.
Stress Analysis of a GRE Firewater Piping System
This case study describes the stress analysis performed on a firewater piping system located in the Middle East. The system was constructed using Glassfier Reinforced Epoxy (GRE) pipes. Most of the piping was buried underground and included several connections to above-ground steel piping, fire hydrants, and similar equipment.
Strength Assessment of a GRE Dump Caisson
At an oil refinery plant in Saudi Arabia, a fiberglass-reinforced plastic (FRP) pipe fire water system has been installed, predominantly buried underground. Since its installation, the system has experienced several failures. DRG was tasked with conducting a comprehensive pipe stress analysis to assess the system’s integrity.
Static Stress Analysis of GRE Cooling Water Headers
The client requested a static stress analysis for two cooling water headers, which were to be replaced with headers made from Glass Reinforced Epoxy (GRE). Additionally, an assessment of the nozzle and flange loads, as well as a supporting arrangement, was required.
High-Temperature GRE Test Facility: Risk Assessment
In the framework of a testing program for glass-reinforced epoxy (GRE) pipes, the long-term material strength properties at a high temperature of 150°C are determined through the pressurization of test spools.
Strength Assessment of a GRE Dump Caisson
A large-diameter seawater dump caisson, constructed from Glass Reinforced Epoxy (GRE), required a comprehensive strength assessment. This caisson featured five nozzles, with one positioned in the blind flange at its top, all subject to external piping loads. The primary objective was to determine the necessary reinforcement for the intersection of the caisson and the nozzles.
GRP Vessel Sizing: Determination of Wall Thickness According to ASME RTP-1
This case study details the determination of wall thickness for a Glass Reinforced Epoxy (GRE) tank.
The process of defining the wall thickness was conducted in two steps. The initial step involved sizing according to the design rules specified by RTP-1 Subpart 3A “design by rules.” The subsequent step verified deviations from this code using a series of finite element analyses.
Fiberglass Transportation Line Stress Analysis
A 5-inch glass-reinforced epoxy (GRE) transportation line has been installed underground, featuring several above-ground steel pipe connections. Designed to withstand a pressure of 150 bar and tested up to 214 bar, the line operates under a steady temperature of 40°C, minimizing thermal impacts. Issues with original pipe elbows prompted the installation of custom-made large radius bends using 22.5-degree elbows. Notably, hydrotest conditions were carefully considered during this process.
Stress Assessment of GRP Sea Water Dump and Produced Water Caissons
This case study introduces the stress assessment of two caissons: a sea water dump caisson with a 1000mm diameter header to which seven smaller diameter nozzles were attached, and a produced water caisson with a diameter of 400mm and three connecting lines.
Stress Analysis of Underground Fiberglass Sea Water Network in Gas Field Development
This case study examines the static stress analysis conducted on the underground portion of a Seawater Network in a Gas Field development project. The underground lines were constructed using fiberglass, necessitating a thorough stress evaluation to ensure system integrity and longevity.
Static Stress Analysis of a GRE Firewater System
This case study examines the stress analysis conducted on a firewater piping system constructed entirely of Glass Fiber Epoxy (GRE) piping. The system featured a buried main firewater ring with partially above-ground fire hydrants and monitors, presenting unique challenges for stress evaluation.
Dynamic simulation of a seal gas compressor
A plant in Asia requested a simulation study to be performed, both fluid mechanical (acoustical) and mechanical, of the compressor piping between the first stage discharge and the second stage suction. The second-stage bypass lines were included in the analysis.
Static Analysis Of GRE Water Headers Connected to Filter Vessels
In the current project, a static stress analysis was conducted to assess the performance of GRE headers connected to filter vessels. The purpose was to ensure structural integrity and operational safety.
Stress Analysis Fluegas Overhead Line
In this case study, we delved into the stress analysis findings regarding the revised flue gas overhead line in Singapore connecting a third-stage separator to a waste heat boiler.
Extension Of A Fiberglass Cooling Water System Of A Power Plant
In the process of extending an existing power plant, the addition of a new power plant was deemed necessary.
Replacing A Fiberglass Header With A Steel Header For A Chilled Water System
As a result of a failure in a fiberglass header in the undercroft of a chilled water system, the decision was made to replace the damaged header with a steel one.
Pump Lines On A Drilling Rig
In this case study, the focus was on conducting a stress analysis of the GRE piping system utilized to link the pumps to the tanks at the drilling rig.
Preventive Analysis Of A Fiberglass Ballast System On A Vessel
A surge analysis and static stress analysis were necessitated for an FRP ballast water system following a prior incident to prevent its recurrence.
Cooling Water System In An Existing Power Plant
In the examination of our client’s initiative to assess and enhance the primary cooling water system within an established power plant, various configurations, and operational modes were scrutinized.
Buried Fiberglass Piping: NEN-3650 And NEN-3651 Calculations
In the context of a greenfield project centered on the construction of a power plant, fiberglass-reinforced plastic (GRP) pipes with diameters of approximately 2.5 meters were selected for the intake and discharge of seawater for cooling purposes.
