SOL ALPHA
Pressure vessels · Existing flanged joint

Systematically upgrade a leaking flanged joint

Assess recurring flange leakage and systematically improve gasket, bolts, flange configuration and assembly.

5 solution steps5 suggested modulesStatus: solution concept

The engineering task

An existing flanged joint leaks after thermal cycles or a few operating hours. Increased tightening torque has already been tried without reliably removing the cause. Potential drivers include insufficient residual gasket stress, unsuitable gasket data, flange rotation, bolt relaxation, excessive piping loads or excessive assembly-preload scatter.

The upgrade must not be reduced to indiscriminate retightening. Reconstruct the actual load path first, then vary gasket, bolts, flange and assembly method individually. The objective is a demonstrable preload window that remains robust under realistic scatter.

Required design data

  • As-built geometry and recorded assembly values
  • Leak timing plus pressure and temperature history
  • Gasket data and sealing-surface condition
  • Piping loads, preload scatter and relaxation assumptions

Technical solution approach

Structure the evidence

Relate leakage pattern, assembly record and operating history to a likely failure mechanism.

Recalculate the as-built joint

Reproduce the existing connection to EN 1591-1 with realistic preload and loads.

Study sensitivities

Vary gasket, bolts, external loads and preload scatter individually to identify the dominant cause.

Compare upgrade options

Quantify changed gasket, stronger or more flexible bolts, reduced piping loads and controlled assembly.

Specify the upgrade

Document the most robust option with assembly window, surface requirements and acceptance criteria.

Expected deliverables

Recalculated as-built condition
Ranking of leakage causes
Comparison of robust upgrade options
Assembly and acceptance specification

Suitable SOL ALPHA modules

The modules form a technically plausible toolchain. Their final selection and sequence will be confirmed during the later calculation against the applicable code and project conditions.