Engineering Projects

Case studies and project highlights from our consulting work.

 
Computed stress points for 54-inch pipe in one system against the operational, sustained and hydrotest envelopes, including part factors.

Static Stress Analysis of a Buried GRP Seawater Network

Buried Fibreglass Piping and an Undefined Compression Envelope The underground part of a seawater network at a gas field development was to be built in filament-wound fibreglass reinforced epoxy pipe buried in sand. The scope covered two systems, 1001 and 1002. Each system consists of a header of 54-inch and

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Finite Element Stress Analysis of GRP Couplers (FWC)

This project covered a family of glass fibre reinforced plastic (GRP) couplers, designated FWC, in five configurations: a DN600 coupler in a small (S) and a medium (M) variant, a DN1200 medium coupler, a DN2400 large coupler, and a DN3600 extra large coupler. Each coupler is a long cylindrical GRP

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FRP, GRP, Pipes, Fiberglass

GRP Pipe Supplier Design Review Against a Performance-Based Code

Technical Evaluation of Three Candidate GRP Pipe Suppliers For a glass-reinforced plastic (GRP) pipe system on a project, the client selected three potential GRP pipe suppliers, each to be evaluated from a technical perspective. Each supplier submitted a set of technical documents describing its component design, qualification testing and system

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Beam model of the caisson header under load case 2, with nozzle forces and moments shown in two orthogonal planes.

Strength Assessment of a 42-Inch GRE Seawater Dump Caisson

A seawater dump caisson made of glass-reinforced epoxy (GRE) needed its wall, laminate and joint details defined. The task was to find thicknesses and bonding lengths that would keep stresses within the allowable stress envelope conforming to ISO 14692, and to determine the loads that the restraints, flanges, laminated joints

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Pipe stress model of the buried GRE firewater network. The three numbered above-ground steel sections, in red, are modelled as boundary conditions only and are not assessed.

A Buried GRE Firewater Network Brought Within ISO 14692

The Firewater Network The firewater network in this case is built from glass-fibre reinforced epoxy (GRE), grade Wavistrong EST 20, with DN150 pipe running mainly underground. Above ground, steel sections connect to the GRE by flanges, and vertical branches rise to fire hydrants and similar connections. The system was specified

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Analysis model of a single radiant coil extended to include the revised outlet piping and its support.
Oil & Gas - Refining

Static Stress Analysis of a Furnace Coil Outlet Piping

Furnace F-501 at a refinery heats crude through radiant coils made of A312 TP316Ti stainless steel. Each coil enters the radiant section at grade level, runs 21 loops parallel to the refractory lined furnace wall, crosses over to the roof section, makes 8 further loops against the roof, and leaves

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Mode shapes of the three lowest natural vibration modes, at 1.1 Hz, 1.2 Hz and 1.5 Hz.Mode shapes of the three lowest natural vibration modes, at 1.1 Hz, 1.2 Hz and 1.5 Hz.
Oil & Gas - Refining

Static and Modal Analysis of a Failed Desuperheater Branch Connection

At a refinery, a branch connection designated W31056, the 2″ line that ties in to the high-pressure steam attemperator J-3103 (a desuperheater), failed in service. A similar failure had occurred about twenty years earlier, in 1992. On-site observations report periodic movement of the connecting header, line 6″-S31022, which contains the

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Three-dimensional illustration of the analysed cooling water header system.
Oil & Gas - Refining

Flexibility Analysis of a GRE Cooling Water Header Replacement

Two existing steel cooling water headers were to be replaced with Glass Reinforced Epoxy (GRE) piping under two Technical Change Requests. This case study covers the first request, for the main cooling water header “boiler”. The second, covers the “lube” header. A flexibility analysis was required, together with recommendations, to

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