
The ASTM D2992-22 Standard Practice for Obtaining a Hydrostatic or Pressure Design Basis for Fiberglass (glass fiber reinforced thermoset resin) Pipe and Fittings, developed by the American Society for Testing and Materials (ASTM) , describes two procedures for obtaining a hydrostatic or pressure design basis for fiberglass pipe products by evaluating strength regression data obtained by testing pipes or fittings of the same material and construction, individually or in assemblies: Procedure A (cyclic) and Procedure B (static). Both glass fiber reinforced thermoset resin pipe and glass fiber reinforced polymer mortar pipe are fiberglass pipes. For the purposes of this standard, polymer does not include natural polymers.
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This application can be used to determine hydrostatic design stress for fiberglass pipe where the outside diameter to wall thickness ratio is 10:1 or greater.
This limitation, based on thin-walled pipe design theory, serves to further limit this practice to internal pressures that are approximately 20 percent of the hydrostatic design stress derived from the hoop-stress equation. For example, if the hydrostatic design stress is 34500 kPa, the pipe is limited to an internal pressure of approximately 6900 kPa, regardless of diameter.
When long (continuous) glass fibers are intentionally placed to resist the intended compressive load condition (i.e., free-end pressure testing and 654,7 degree fiberglass wraps), the results obtained from this application may be overly conservative in predicting long-term fiberglass pipe performance when the same pipe is operated at lower (non-damaging) stresses typical of normal pipeline applications.
All data points in the analysis must be in the same failure mode. This practice may not accurately represent the life of the pipe when plastic creep of the resin is prevented from causing pipe failure by undesirable resin matrix cracking or other unforeseen failure modes.
This application provides a compression design basis for complex shaped products or systems where complex stress fields seriously inhibit the use of hoop stress.
The specimen end closures in the underlying test methods may be either constrained or free, which imposes certain limitations. In constrained ends, specimens are stressed by internal pressure only in the hoop direction, and the compression design basis applies only to stresses developed in the hoop direction. In free ends, specimens are stressed by internal pressure in both the hoop and longitudinal directions, so that the hoop stress is twice the magnitude of the longitudinal stress. This practice may not be valid for evaluating stresses developed by loadings where the longitudinal stress exceeds 50 percent of the compression design basis.
For the purposes of this standard, the following terms and definitions apply:
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