1.1 This practice establishes two procedures, Procedure A (cyclic) and Procedure B (static), for obtaining a hydrostatic design basis (HDB) or a pressure design basis (PDB) for fiberglass piping products, by evaluating strength-regression data derived from testing pipe or fittings, or both, of the same materials and construction, either separately or in assemblies. Both glass-fiber-reinforced thermosetting-resin pipe (RTRP) and glass-fiber-reinforced polymer mortar pipe (RPMP) are fiberglass pipe.<\/p>\n
Note 1For the purposes of this standard, polymer does not include natural polymers.<\/p>\n
1.2 This practice can be used for the HDB determination for fiberglass pipe where the ratio of outside diameter to wall thickness is 10:1 or more.<\/p>\n
Note 2This limitation, based on thin-wall pipe design theory, serves further to limit the application of this practice to internal pressures which, by the hoop-stress equation, are approximately 20 % of the derived hydrostatic design stress (HDS). For example, if HDS is 5000 psi (34 500 kPa), the pipe is limited to about 1000-psig (6900-kPa) internal pressure, regardless of diameter.<\/p>\n
1.3 This practice provides a PDB for complex-shaped products or systems where complex stress fields seriously inhibit the use of hoop stress.<\/p>\n
1.4 Specimen end closures in the underlying test methods may be either restrained or free, leading to certain limitations.<\/p>\n
1.4.1 Restrained Ends<\/i> Specimens are stressed by internal pressure only in the hoop direction, and the HDB is applicable for stresses developed only in the hoop direction.<\/p>\n
1.4.2 Free Ends<\/i> Specimens are stressed by internal pressure in both hoop and longitudinal directions, such that the hoop stress is twice as large as the longitudinal stress. This practice may not be applicable for evaluating stresses induced by loadings where the longitudinal stress exceeds 50 % of the HDS.<\/p>\n
1.5 The values stated in inch-pound units are to be regarded as the standard. The values in parentheses are given for information purposes only.<\/p>\n
Note 3There is no similar or equivalent ISO standard.<\/p>\n
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.<\/i><\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Scope Referenced Documents <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | Terminology Summary of Practice <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | Significance and Use Long-Term Cyclic Hydrostatic Strength or Long-Term Cyclic Hydrostatic Pressure <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | Cyclic Hydrostatic Design Basis Cyclic Pressure Design Basis Long-Term Static Hydrostatic Strength TABLE 1 <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | Static Hydrostatic Design Basis Static Pressure Design Basis Reconfirmation of HDB or PDB TABLE 2 <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Hydrostatic Design Stress or Hydrostatic Design Pressure Pressure Rating Report Precision and Bias Keywords <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | A1. LEAST SQUARES CALCULATIONS FOR LONG-TERM HYDROSTATIC STRENGTH OR LONG-TERM HYDROSTATIC PRESSURE A1.1 General A1.2 Procedure for Analysis of Data A1.3 Assignment of Variables A1.4 Functional Relationship Equations and Method of Calculation TABLE A1.1 <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | TABLE A1.2 <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | X1. DATA ANALYSIS X1.1 X1.2 <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | X2. EXAMPLE CALCULATION X2.1 X2.2 X2.3 X2.4 X2.5 X2.6 TABLE X2.1 <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | TABLE X2.2 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" D2992-01 Standard Practice for Obtaining Hydrostatic or Pressure Design Basis for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe and Fittings<\/b><\/p>\n |