{"id":379786,"date":"2024-10-20T03:04:00","date_gmt":"2024-10-20T03:04:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-149172021\/"},"modified":"2024-10-26T05:31:31","modified_gmt":"2024-10-26T05:31:31","slug":"bs-en-149172021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-149172021\/","title":{"rendered":"BS EN 14917:2021"},"content":{"rendered":"
This document specifies the requirements for design, manufacture and installation of metal bellows expansion joints with circular cross section for pressure applications with maximum allowable pressure greater than 0,5 bar.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 4 Classification <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 5 Materials <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6 Design <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 7 Manufacturing <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 8 Testing, inspection and documentation <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | 9 Marking and labelling 10 Handling and installation <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | Annex A (informative)Categories of expansion joints A.1 General A.2 Determination of expansion joints categories A.3 Fluid groups A.3.1 General A.3.2 Group 1 <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | A.3.3 Group 2 A.4 Technical requirements A.4.1 Expansion joints for vessels A.4.2 Expansion joints for piping <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | A.4.3 Sound engineering practice (SEP) A.5 Expansion joint category <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | Annex B (informative)Specification for materials 1.4828, 1.4876, 2.4360 and 2.4858 <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Annex C (informative)Incorporation of expansion joints into piping or pressure vessels C.1 General <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | C.2 Specific symbols and definitions <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | C.3 Application criteria for expansion joints in piping C.3.1 General C.3.2 Use of axial expansion joints C.3.2.1 General <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | C.3.2.2 Axial expansion joints, non-pressure balanced <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | C.3.2.3 Axial expansion, pressure balanced <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | C.3.3 Use of restraint expansion joints C.3.3.1 General <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | C.3.3.2 Angular expansion joints <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | C.3.3.3 Lateral expansion joints <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | C.3.4 Use of universal expansion joints C.3.4.1 General C.3.4.2 Unrestrained universal expansion joint <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | C.3.4.3 Restrained universal expansion joints, pressure balanced <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | C.3.5 Indeterminate configurations of expansion joints C.3.5.1 General C.3.5.2 Strait piping section with axial expansion joints <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | C.3.5.3 Plane U-bend system with angular expansion joints C.3.5.4 Three dimensional systems with three gimbal angular expansion points <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | C.3.5.5 Three-dimensional system with lateral expansion joints <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | C.4 Application criteria for expansion joints in pressure vessels C.4.1 General C.4.2 Axial expansion joint installed in the shell <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | C.4.3 Axial expansion joint installed at the floating head <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | Annex D (informative)Calculation methods for systems of pipes containing expansion joints D.1 General D.1.1 Preliminary remarks D.1.2 Determining movement values D.1.3 Thermal expansion <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | D.2 Approximate calculation of bellows movement D.2.1 General <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | D.2.2 Hinged systems D.2.3 Definitions D.2.3.1 Distances D.2.3.2 Hinges D.2.3.3 Movements in pipe runs <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | D.3 Exact calculation of bellows movement D.3.1 Two hinges in a plane system (Z-system) <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | D.3.2 Two gimbals in a three-dimensional system (Z-system) <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | D.3.3 Three hinges in a plane system (U-system) <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | D.3.4 Three hinges in a plane system (L-system) D.3.4.1 General <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | D.3.4.2 Calculation of auxiliary parameters and angular rotations <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | D.3.4.3 Limitation of movement D.3.5 Three hinges in a three-dimensional system (Z-system) D.3.5.1 General <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | D.3.5.2 Calculation of auxiliary parameters induced by the additional movement \u03941 <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | D.3.5.3 Calculation of auxiliary parameters and angular rotations in a plane system with the theoretical hinge distance A*: D.3.5.4 Angular rotations <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | D.4 Calculation of forces and moments <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | Annex E (informative)Explanatory notes on the design of expansion bellows E.1 General E.2 Calculation design <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | E.3 Types of bellows E.3.1 Corrugation shape E.3.2 Number of plies E.4 Fatigue life expectancy <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | E.5 Instability E.5.1 General E.5.2 Column instability E.5.3 In-plane instability E.5.4 Buckling <\/td>\n<\/tr>\n | ||||||
198<\/td>\n | E.6 Bellows spring rate <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | Annex F (informative)Procedure for setting-up a design fatigue curve F.1 General F.2 Procedure for setting up a design fatigue curve for expansion bellows F.2.1 General F.2.2 Number of tests F.2.3 Extrapolation range F.2.4 Manufacturing methods <\/td>\n<\/tr>\n | ||||||
201<\/td>\n | F.2.5 Bellows material F.3 Tests F.3.1 Movement F.3.2 Test pressure F.3.2.1 Constant internal pressure F.3.3 Other test conditions <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | F.3.4 Fatigue test equipment <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | F.4 Evaluation of the test results <\/td>\n<\/tr>\n | ||||||
208<\/td>\n | F.5 Linear regression <\/td>\n<\/tr>\n | ||||||
209<\/td>\n | Annex G (informative)Polynomial approximations for coefficients Cp, Cf, Cd G.1 Coefficient Cp <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | G.2 Coefficient Cf <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | G.3 Coefficient Cd <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | G.4 Linear interpolation <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | Annex H (informative)Required design data and information H.1 Required design conditions H.2 Additional information <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Annex I (informative)Expansion joints risk analyses <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | Annex J (informative)Additional material properties <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | Annex K (normative)Hardware calculation K.1 General K.2 Additional symbols <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | K.3 Force due to pressure <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | K.4 Tie bar K.4.1 General K.4.2 Tie bar in tension <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | K.4.3 Tie bar in compression K.5 Pin <\/td>\n<\/tr>\n | ||||||
229<\/td>\n | K.6 Lug with bore K.6.1 General K.6.2 Forces due to pressure <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | K.6.3 Stresses due to reaction force <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | K.7 Gimbal, square and round K.7.1 General K.7.2 Stresses in bored section <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | K.7.3 Square type gimbal K.7.3.1 General <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | K.7.3.2 Instability <\/td>\n<\/tr>\n | ||||||
234<\/td>\n | K.7.3.3 Stresses in the corner connection <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | K.7.4 Round type gimbal <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | K.8 Attachment plate K.8.1 Attachment plate (closed\/open) with 2 restraining parts K.8.1.1 General <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | K.8.1.2 Stress in plate for section 3 <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | K.8.1.3 Stress in sections for form-lock connection (lugs for hinge\/gimbal) <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | K.8.1.4 Stress in sections for welded buttonhole connection (lugs for hinge\/gimbal) <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | K.8.1.5 Stress in the pipe K.8.1.6 Stress in the weld plate\/pipe K.8.2 Circular attachment plate with 3 or more tie bars valid up to DN 800 K.8.2.1 General <\/td>\n<\/tr>\n | ||||||
246<\/td>\n | K.8.2.2 Stress in the plate <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | K.8.2.3 Stress in the pipe <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | K.8.2.4 Stress in the weld plate\/pipe K.9 Lug-plate connection (hinge\/gimbal) K.9.1 General <\/td>\n<\/tr>\n | ||||||
249<\/td>\n | K.9.2 Lug-plate for form-lock connection K.9.2.1 General K.9.2.2 Stresses in Section 1 <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | K.9.2.3 Stresses in Section 2 <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | K.9.3 Lug-plate for welded buttonhole connection K.9.3.1 General <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | K.9.3.2 Weld between lug plate and attachment plate K.10 Tie bar and lug attachment on flanges K.10.1 Integral flange K.10.1.1 Stress in flange with 2 tie bars or lugs <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | K.10.1.2 Stress in flange with more than 2 tie bars <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | K.10.2 Plate welded on flange K.10.2.1 Stress in plate welded on flange with 2 tie bars <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | K.11 Gusset K.12 Gusset with reinforcing rings K.12.1 General <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | K.12.2 Basic definitions <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | K.12.3 Stresses in the gussets K.12.4 Stresses in the ring and pipe <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | K.12.5 Stresses in welds a7, a8 and a9 <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | Annex ZA (informative)Relationship between this European Standard and the EssentialRequirements of EU Directive 2014\/68\/EU <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Metal bellows expansion joints for pressure applications<\/b><\/p>\n |