Peterson's stress concentration factors:
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| Main Authors: | , , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Hoboken, NJ [u.a.]
Wiley
2008
|
| Edition: | 3. ed. |
| Subjects: | |
| Online Access: | Contributor biographical information Publisher description Table of contents only Inhaltsverzeichnis |
| Item Description: | 3. Aufl. von: Peterson, Rudolph E. : Stress concentration factors, New York, NY [u.a.], Wiley, 1974. - Neubearb. und verf. von Walter D. Pilkey und Deborah F. Pilkey |
| Physical Description: | XXXVI, 522 S. Ill., graph. Darst. |
| ISBN: | 9780470048245 0470048247 |
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| 100 | 1 | |a Peterson, Rudolph E. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Peterson's stress concentration factors |c [Rudolph E. Peterson] ; Walter D. Pilkey ; Deborah F. Pilkey |
| 250 | |a 3. ed. | ||
| 264 | 1 | |a Hoboken, NJ [u.a.] |b Wiley |c 2008 | |
| 300 | |a XXXVI, 522 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
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| 500 | |a 3. Aufl. von: Peterson, Rudolph E. : Stress concentration factors, New York, NY [u.a.], Wiley, 1974. - Neubearb. und verf. von Walter D. Pilkey und Deborah F. Pilkey | ||
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Record in the Search Index
| _version_ | 1804138693831688192 |
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| adam_text | PETERSON S STRESS CONCENTRATION FACTORS THIRD EDITION WALTER D. PILKEY
DEBORAH F. PILKEY 3ICENTENNIAL BICENTENNIAL JOHN WILEY & SONS, INC.
CONTENTS INDEX TO THE STRESS CONCENTRATION FACTORS XVII PREFACE FOR THE
THIRD EDITION XXXIII PREFACE FOR THE SECOND EDITION XXXV 1 DEFINITIONS
AND DESIGN RELATIONS 1 1.1 NOTATION / 1 1.2 STRESS CONCENTRATION / 3
1.2.1 SELECTION OF NOMINAL STRESSES / 6 1.2.2 ACCURACY OF STRESS
CONCENTRATION FACTORS / 9 1.2.3 DECAY OF STRESS AWAY FROM THE PEAK
STRESS / 9 1.3 STRESS CONCENTRATION AS A TWO-DIMENSIONAL PROBLEM / 10
1.4 STRESS CONCENTRATION AS A THREE-DIMENSIONAL PROBLEM / 11 1.5 PLANE
AND AXISYMMETRIC PROBLEMS / 13 1.6 LOCAL AND NONLOCAL STRESS
CONCENTRATION / 15 1.6.1 EXAMPLES OF REASONABLE APPROXIMATIONS / 19 1.7
MULTIPLE STRESS CONCENTRATION / 20 1.8 THEORIES OF STRENGTH AND FAILURE
/ 24 1.8.1 MAXIMUM STRESS CRITERION / 25 1.8.2 MOHR STHEORY / 26 VII VUEI
CONTENTS 1.8.3 MAXIMUM SHEAR THEORY / 28 1.8.4 VON MISES CRITERION / 28
1.8.5 OBSERVATIONS ON THE USE OF THE THEORIES OF FAILURE / 29 1.8.6
STRESS CONCENTRATION FACTORS UNDER COMBINED LOADS: PNNCIPLE OF
SUPERPOSITION / 31 1.9 NOTCH SENSITIVITY / 35 1.10 DESIGN RELATIONS FOR
STATIC STRESS / 40 1.10.1 DUCTILE MATERIALS / 40 1.10.2 BRITTLE
MATERIALS / 42 1.11 DESIGN RELATIONS FOR ALTEMATING STRESS / 43 1.11.1
DUCTILE MATERIALS / 43 1.11.2 BRITTLE MATERIALS / 44 1.12 DESIGN
RELATIONS FOR COMBINED ALTEMATING AND STATIC STRESSES / 44 1.12.1
DUCTILE MATERIALS / 45 1.12.2 BRITTLE MATERIALS / 48 1.13 LIMITED NUMBER
OF CYCLES OF ALTEMATING STRESS / 49 1.14 STRESS CONCENTRATION FACTORS
AND STRESS INTENSITY FACTORS / 49 REFERENCES / 54 2 NOTCHES AND GROOVES
57 2.1 NOTATION / 57 2.2 STRESS CONCENTRATION FACTORS / 58 2.3 NOTCHES
IN TENSION / 60 2.3.1 OPPOSITE DEEP HYPERBOLIC NOTCHES IN AN INFINITE
THIN ELEMENT; SHALLOW ELLIPTICAL, SEMICIRCULAR, U-SHAPED, OR
KEYHOLE-SHAPED NOTCHES IN SEMI-INFMITE THIN ELEMENTS; EQUIVALENT
ELLIPTICAL NOTCH / 60 2.3.2 OPPOSITE SINGLE SEMICIRCULAR NOTCHES IN A
FINITE-WIDTH THIN ELEMENT / 61 2.3.3 OPPOSITE SINGLE U-SHAPED NOTCHES IN
A FINITE-WIDTH THIN ELEMENT / 61 2.3.4 FINITE-WIDTH CORRECTION FACTORS
FOR OPPOSITE NARROW SINGLE ELLIPTICAL NOTCHES IN A FINITE-WIDTH THIN
ELEMENT / 63 2.3.5 OPPOSITE SINGLE V-SHAPED NOTCHES IN A FINITE-WIDTH
THIN ELEMENT / 63 2.3.6 SINGLE NOTCH ON ONE SIDE OF A THIN ELEMENT / 63
2.3.7 NOTCHES WITH FIAT BOTTOMS / 64 2.3.8 MULTIPLE NOTCHES IN A THIN
ELEMENT / 64 2.3.9 ANALYTICAL SOLUTIONS FOR STRESS CONCENTRATION FACTORS
FOR NOTCHED BARS / 65 2.4 DEPRESSIONS IN TENSION / 65 2.4.1
HEMISPHERICAL DEPRESSION (PIT) IN THE SURFACE OF A SEMI-INFINITE BODY /
65 CONTENTS 2.4.2 HYPERBOLOID DEPRESSION (PIT) IN THE SURFACE OF A
FINITE-THICKNESS ELEMENT / 66 2.4.3 OPPOSITE SHALLOW SPHERICAL
DEPRESSIONS (DIMPLES) IN A THIN ELEMENT / 66 2.5 GROOVES IN TENSION / 67
2.5.1 DEEP HYPERBOLIC GROOVE IN AN INFINITE MEMBER (CIRCULAR NET
SECTION) / 67 2.5.2 U-SHAPED CIRCUMFERENTIAL GROOVE IN A BAR OF
CIRCULAR CROSS SECTION / 67 2.5.3 FLAT-BOTTOM GROOVES / 68 2.5.4
CLOSED-FORM SOLUTIONS FOR GROOVES IN BARS OF CIRCULAR CROSS SECTION / 68
2.6 BENDING OF THIN BEAMS WITH NOTCHES / 68 2.6.1 OPPOSITE DEEP
HYPERBOLIC NOTCHES IN AN INFINITE THIN ELEMENT / 68 2.6.2 OPPOSITE
SEMICIRCULAR NOTCHES IN A FIAT BEAM / 68 2.6.3 OPPOSITE U-SHAPED NOTCHES
IN A FIAT BEAM / 69 2.6.4 V-SHAPED NOTCHES IN A FIAT BEAM ELEMENT / 69
2.6.5 NOTCH ON ONE SIDE OF A THIN BEAM / 69 2.6.6 SINGLE OR MULTIPLE
NOTCHES WITH SEMICIRCULAR OR SEMIELLIPTICAL NOTCH BOTTOMS / 70 2.6.7
NOTCHES WITH FIAT BOTTOMS / 70 2.6.8 CLOSED-FORM SOLUTIONS FOR STRESS
CONCENTRATION FACTORS FOR NOTCHED BEAMS / 70 2.7 BENDING OF PLATES WITH
NOTCHES / 71 2.7.1 VARIOUS EDGE NOTCHES IN AN INFINITE PLATE IN
TRANSVERSE BENDING / 71 2.7.2 NOTCHES IN A FINITE-WIDTH PLATE IN
TRANSVERSE BENDING / 71 2.8 BENDING OF SOLIDS WITH GROOVES / 71 2.8.1
DEEP HYPERBOLIC GROOVE IN AN INFINITE MEMBER / 71 2.8.2 U-SHAPED
CIRCUMFERENTIAL GROOVE IN A BAR OF CIRCULAR CROSS SECTION / 71 2.8.3
FLAT-BOTTOM GROOVES IN BARS OF CIRCULAR CROSS SECTION / 73 2.8.4
CLOSED-FORM SOLUTIONS FOR GROOVES IN BARS OF CIRCULAR CROSS SECTION / 73
2.9 DIRECT SHEAR AND TORSION / 73 2.9.1 DEEP HYPERBOLIC NOTCHES IN AN
INFINITE THIN ELEMENT IN DIRECT SHEAR / 73 2.9.2 DEEP HYPERBOLIC GROOVE
IN AN INFINITE MEMBER / 73 2.9.3 U-SHAPED CIRCUMFERENTIAL GROOVE IN A
BAR OF CIRCULAR CROSS SECTION SUBJECT TO TORSION / 74 2.9.4 V-SHAPED
CIRCUMFERENTIAL GROOVE IN A BAR OF CIRCULAR CROSS SECTION UNDER TORSION
/ 75 X CONTENTS 2.9.5 SHAFT IN TORSION WITH GROOVES WITH FIAT BOTTOMS /
76 2.9.6 CLOSED-FORM FORMULAS FOR GROOVES IN BARS OF CIRCULAR CROSS
SECTION UNDER TORSION / 76 2.10 TEST SPECIMEN DESIGN FOR MAXIMUM K, FOR
A GIVEN R/D OR R/H / 76 REFERENCES / 76 CHARTS / 81 3 SHOULDER FILLETS
135 3.1 NOTATION / 135 3.2 STRESS CONCENTRATION FACTORS / 137 3.3
TENSION (AXIAL LOADING) / 137 3.3.1 OPPOSITE SHOULDER FILLETS IN A FIAT
BAR / 137 3.3.2 EFFECT OFLENGTHOF ELEMENT / 138 3.3.3 EFFECT OF SHOULDER
GEOMETRY IN A FIAT MEMBER / 138 3.3.4 EFFECT OF A TRAPEZOIDAL
PROTUBERANCE ON THE EDGE OF A FIAT BAR / 139 3.3.5 FILLET OF NONCIRCULAR
CONTOUR IN A FIAT STEPPED BAR / 140 3.3.6 STEPPED BAR OF CIRCULAR CROSS
SECTION WITH A CIRCUMFERENTIAL SHOULDER FILLET / 142 3.3.7 TUBES / 143
3.3.8 STEPPED PRESSURE VESSEL WALL WITH SHOULDER FILLETS / 143 3.4
BENDING / 144 3.4.1 OPPOSITE SHOULDER FILLETS IN A FIAT BAR / 144 3.4.2
EFFECT OF SHOULDER GEOMETRY IN A FIAT THIN MEMBER / 144 3.4.3 ELLIPTICAL
SHOULDER FILLET IN A FIAT MEMBER / 144 3.4.4 STEPPED BAR OF CIRCULAR
CROSS SECTION WITH A CIRCUMFERENTIAL SHOULDER FILLET / 144 3.5 TORSION /
145 3.5.1 STEPPED BAR OF CIRCULAR CROSS SECTION WITH A CIRCUMFERENTIAL
SHOULDER FILLET / 145 3.5.2 STEPPED BAR OF CIRCULAR CROSS SECTION WITH A
CIRCUMFERENTIAL SHOULDER FILLET AND A CENTRAL AXIAL HOLE / 146 3.5.3
COMPOUND FILLET / 146 3.6 METHODS OF REDUCING STRESS CONCENTRATION AT A
SHOULDER / 147 REFERENCES / 149 CHARTS / 151 4 HOLES 176 4.1 NOTATION /
176 4.2 STRESS CONCENTRATION FACTORS / 178 4.3 CIRCULAR HOLES WITH
IN-PLANE STRESSES / 180 4.3.1 SINGLE CIRCULAR HOLE IN AN INFINITE THIN
ELEMENT IN UNIAXIAL TENSION / 180 CONTENTS 4.3.2 SINGLE CIRCULAR HOLE IN
A SEMI-INFINITE ELEMENT IN UNIAXIAL TENSION / 184 4.3.3 SINGLE CIRCULAR
HOLE IN A FINITE-WIDTH ELEMENT IN UNIAXIAL TENSION / 184 4.3.4 EFFECT
OFLENGTHOF ELEMENT / 185 4.3.5 SINGLE CIRCULAR HOLE IN AN INFINITE THIN
ELEMENT UNDER BIAXIAL IN-PLANE STRESSES / 185 4.3.6 SINGLE CIRCULAR HOLE
IN A CYLINDRICAL SHELL WITH TENSION OR INTERNAL PRESSURE / 187 4.3.7
CIRCULAR OR ELLIPTICAL HOLE IN A SPHERICAL SHELL WITH INTERNAL PRESSURE
/ 189 4.3.8 REINFORCED HOLE NEAR THE EDGE OF A SEMI-INFINITE ELEMENT IN
UNIAXIAL TENSION / 190 4.3.9 SYMMETRICALLY REINFORCED HOLE IN A
FINITE-WIDTH ELEMENT IN UNIAXIAL TENSION / 192 4.3.10 NONSYMMETRICALLY
REINFORCED HOLE IN A FINITE-WIDTH ELEMENT IN UNIAXIAL TENSION / 193
4.3.11 SYMMETRICALLY REINFORCED CIRCULAR HOLE IN A BIAXIALLY STRESSED
WIDE, THIN ELEMENT / 194 4.3.12 CIRCULAR HOLE WITH INTERNAL PRESSURE /
201 4.3.13 TWO CIRCULAR HOLES OF EQUAL DIAMETER IN A THIN ELEMENT IN
UNIAXIAL TENSION OR BIAXIAL IN-PLANE STRESSES / 202 4.3.14 TWO CIRCULAR
HOLES OF UNEQUAL DIAMETER IN A THIN ELEMENT IN UNIAXIAL TENSION OR
BIAXIAL IN-PLANE STRESSES / 205 4.3.15 SINGLE ROW OF EQUALLY DISTRIBUTED
CIRCULAR HOLES IN AN ELEMENT IN TENSION / 208 4.3.16 DOUBLE ROW OF
CIRCULAR HOLES IN A THIN ELEMENT IN UNIAXIAL TENSION / 209 4.3.17
SYMMETRICAL PATTERN OF CIRCULAR HOLES IN A THIN ELEMENT IN UNIAXIAL
TENSION OR BIAXIAL IN-PLANE STRESSES / 209 4.3.18 RADIALLY STRESSED
CIRCULAR ELEMENT WITH A RING OF CIRCULAR HOLES, WITH OR WITHOUT A
CENTRAL CIRCULAR HOLE / 210 4.3.19 THIN ELEMENT WITH CIRCULAR HOLES WITH
INTERNAL PRESSURE / 211 4.4 ELLIPTICAL HOLES IN TENSION / 213 4.4.1
SINGLE ELLIPTICAL HOLE IN INFINITE- AND FINITE-WIDTH THIN ELEMENTS IN
UNIAXIAL TENSION / 215 4.4.2 WIDTH CORRECTION FACTOR FOR A CRACKLIKE
CENTRAL SLIT IN A TENSION PANEL / 217 4.4.3 SINGLE ELLIPTICAL HOLE IN AN
INFINITE, THIN ELEMENT BIAXIALLY STRESSED / 218 4.4.4 INFINITE ROW OF
ELLIPTICAL HOLES IN INFINITE- AND FINITE-WIDTH THIN ELEMENTS IN UNIAXIAL
TENSION / 227 4.4.5 ELLIPTICAL HOLE WITH INTERNAL PRESSURE / 228
CONTENTS 4.4.6 ELLIPTICAL HOLES WITH BEAD REINFORCEMENT IN AN INFINITE
THIN ELEMENT UNDER UNIAXIAL AND BIAXIAL STRESSES / 228 VARIOUS
CONFIGURATIONS WITH IN-PLANE STRESSES / 228 4.5.1 THIN ELEMENT WITH AN
OVALOID; TWO HOLES CONNECTED BY A SLIT UNDER TENSION; EQUIVALENT ELLIPSE
/ 228 4.5.2 CIRCULAR HOLE WITH OPPOSITE SEMICIRCULAR LOBES IN A THIN
ELEMENT IN TENSION / 229 4.5.3 INFINITE THIN ELEMENT WITH A RECTANGULAR
HOLE WITH ROUNDED CORNERS SUBJECT TO UNIAXIAL OR BIAXIAL STRESS / 230
4.5.4 FINITE-WIDTH TENSION THIN ELEMENT WITH ROUND-CORNERED SQUARE HOLE
/ 231 4.5.5 SQUARE HOLES WITH ROUNDED CORNERS AND BEAD REINFORCEMENT IN
AN INFINITE PANEL UNDER UNIAXIAL AND BIAXIAL STRESSES / 231 4.5.6
ROUND-CORNERED EQUILATERAL TRIANGULAER HOLE IN AN INFINITE THIN ELEMENT
UNDER VARIOUS STATES OF TENSION / 232 4.5.7 UNIAXIALLY STRESSED TUBE OR
BAR OF CIRCULAR CROSS SECTION WITH A TRANSVERSE CIRCULAR HOLE / 232
4.5.8 ROUND PIN JOINT IN TENSION / 233 4.5.9 INCLINED ROUND HOLE IN AN
INFINITE PANEL SUBJECTED TO VARIOUS STATES OF TENSION / 234 4.5.10
PRESSURE VESSEL NOZZLE (REINFORCED CYLINDRICAL OPENING) / 235 4.5.11
SPHERICAL OR ELLIPSOIDAL CAVITIES / 236 4.5.12 SPHERICAL OR ELLIPSOIDAL
INCLUSIONS / 237 HOLES IN THICK ELEMENTS / 239 4.6.1 COUNTERSUNK HOLES /
240 4.6.2 CYLINDRICAL TUNNEL / 241 4.6.3 INTERSECTING CYLINDRICAL HOLES
/ 242 4.6.4 ROTATING DISK WITH A HOLE / 244 4.6.5 RING OR HOLLOW ROLLER
/ 245 4.6.6 PRESSURIZED CYLINDER / 245 4.6.7 PRESSURIZED HOLLOW THICK
CYLINDER WITH A CIRCULAR HOLE IN THE CYLINDER WALL / 246 4.6.8
PRESSURIZED HOLLOW THICK SQUARE BLOCK WITH A CIRCULAR HOLE IN THE WALL /
247 4.6.9 OTHER CONFIGURATIONS / 247 ORTHOTROPIC THIN MEMBERS / 248
4.7.1 ORTHOTROPIC PANEL WITH AN ELLIPTICAL HOLE / 248 4.7.2 ORTHOTROPIC
PANEL WITH A CIRCULAR HOLE / 249 4.7.3 ORTHOTROPIC PANEL WITH A CRACK /
250 4.7.4 ISOTROPIE PANEL WITH AN ELLIPTICAL HOLE / 250 4.7.5 ISOTROPIE
PANEL WITH A CIRCULAR HOLE / 250 4.7.6 MORE ACCURATE THEORY FOR A/B 4
/ 250 BENDING / 251 CONTENTS XUEI 4.8.1 BENDING OF A BEAM WITH A CENTRAL
HOLE / 252 4.8.2 BENDING OF A BEAM WITH A CIRCULAR HOLE DISPLACED FROM
THE CENTER LINE / 253 4.8.3 CURVED BEAMS WITH CIRCULAR HOLES / 253 4.8.4
BENDING OF A BEAM WITH AN ELLIPTICAL HOLE; SLOT WITH SEMICIRCULAR ENDS
(OVALOID); OR ROUND-CORNERED SQUARE HOLE / 253 4.8.5 BENDING OF AN
INFINITE- AND A FINITE-WIDTH PLATE WITH A SINGLE CIRCULAR HOLE / 254
4.8.6 BENDING OF AN INFINITE PLATE WITH A ROW OF CIRCULAR HOLES / 254
4.8.7 BENDING OF AN INFINITE PLATE WITH A SINGLE ELLIPTICAL HOLE / 255
4.8.8 BENDING OF AN INFINITE PLATE WITH A ROW OF ELLIPTICAL HOLES / 255
4.8.9 TUBE OR BAR OF CIRCULAR CROSS SECTION WITH A TRANSVERSE HOLE / 255
4.9 SHEAR AND TORSION / 256 4.9.1 SHEAR STRESSING OF AN INFINITE THIN
ELEMENT WITH CIRCULAR OR ELLIPTICAL HOLE, UNREINFORCED AND REINFORCED /
256 4.9.2 SHEAR STRESSING OF AN INFINITE THIN ELEMENT WITH A
ROUND-CORNERED RECTANGULAR HOLE, UNREINFORCED AND REINFORCED / 256 4.9.3
TWO CIRCULAR HOLES OF UNEQUAL DIAMETER IN A THIN ELEMENT IN PURE SHEAR /
257 4.9.4 SHEAR STRESSING OF AN INFINITE THIN ELEMENT WITH TWO CIRCULAR
HOLES OR A ROW OF CIRCULAR HOLES / 257 4.9.5 SHEAR STRESSING OF AN
INFINITE THIN ELEMENT WITH AN INFINITE PATTERN OF CIRCULAR HOLES / 257
4.9.6 TWISTED INFINITE PLATE WITH A CIRCULAR HOLE / 258 4.9.7 TORSION OF
A CYLINDRICAL SHELL WITH A CIRCULAR HOLE / 258 4.9.8 TORSION OF A TUBE
OR BAR OF CIRCULAR CROSS SECTION WITH A TRANSVERSE CIRCULAR HOLE / 258
REFERENCES / 260 CHARTS / 270 5 MISCELLANEOUS DESIGN ELEMENTS 401 5.1
NOTATION / 401 5.2 SHAFT WITH KEYSEAT / 402 5.2.1 BENDING / 403 5.2.2
TORSION / 404 5.2.3 TORQUE TRANSMITTED THROUGH A KEY / 404 5.2.4
COMBINED BENDING AND TORSION / 404 5.2.5 EFFECT OF PROXIMITIY OF KEYSEAT
TO SHAFT SHOULDER FILLET / 405 5.2.6 FATIGUE FAILURES / 406 5.3 SPLINED
SHAFT IN TORSION / 406 5.4 GEARTEETH / 407 XIV CONTENTS 5.5 PRESS-OR
SHRINK-FITTED MEMBERS / 409 5.6 BOLTANDNUT / 411 5.7
BOLTHEAD,TURBINE-BLADE,ORCOMPRESSOR-BLADEFASTENING(T-HEAD) / 413 5.8 LUG
JOINT / 415 5.8.1 LUGS WITH H/D 0.5 / 416 5.8.2 LUGS WITH H/D 0.5 /
416 5.9 CURVEDBAR / 418 5.10 HELICAL SPRING / 418 5.10.1 ROUND OR SQUARE
WIRE COMPRESSION OR TENSION SPRING / 418 5.10.2 RECTANGULAR WIRE
COMPRESSION OR TENSION SPRING / 421 5.10.3 HELICAL TORSION SPRING / 421
5.11 CRANKSHAFT / 422 5.12 CRANEHOOK / 423 5.13 U-SHAPED MEMBER / 423
5.14 ANGLE AND BOX SECTIONS / 424 5.15 CYLINDRICAL PRESSURE VESSEL WITH
TORISPHERICAL ENDS / 424 5.16 TUBULAER JOINTS / 424 REFERENCES / 425
CHARTS / 430 6 STRESS CONCENTRATION ANALYSIS AND DESIGN 457 6.1
COMPUTATIONAL METHODS / 457 6.2 FINITE ELEMENT ANALYSIS / 461 6.2.1
PRINCIPLEOF VIRTUAL WORK / 461 6.2.2 ELEMENT EQUATIONS / 463 6.2.3 SHAPE
FUNCTIONS / 466 6.2.4 MAPPING FUNCTIONS / 470 6.2.5 NUMERICAL
INTEGRATION / 471 6.2.6 SYSTEM EQUATIONS / 472 6.2.7 STRESS COMPUTATION
/ 476 6.3 DESIGN SENSITIVITY ANALYSIS / 482 6.3.1 FINITE DIFFERENCES /
483 6.3.2 DISCRETE SYSTEMS / 484 6.3.3 CONTINUUM SYSTEMS / 486 6.3.4
STRESSES / 489 6.3.5 STRUCTURAL VOLUME / 489 6.3.6 DESIGN VELOCITY FIELD
/ 490 6.4 DESIGN MODIFIKATION / 499 6.4.1 SEQUENTIAL LINEAR PROGRAMMING
/ 502 6.4.2 SEQUENTIAL QUADRATIC PROGRAMMING / 503 6.4.3 CONSERVATIVE
APPROXIMATION / 504 CONTENTS XV 6.4.4 EQUALITY CONSTRAINTS / 505 6.4.5
MINIMUM WEIGHT DESIGN / 506 6.4.6 MINIMUM STRESS DESIGN / 506 REFERENCES
/ 510 INDEX 513
|
| any_adam_object | 1 |
| author | Peterson, Rudolph E. Pilkey, Walter D. Pilkey, Deborah F. 1971- |
| author_GND | (DE-588)137623704 |
| author_facet | Peterson, Rudolph E. Pilkey, Walter D. Pilkey, Deborah F. 1971- |
| author_role | aut aut aut |
| author_sort | Peterson, Rudolph E. |
| author_variant | r e p re rep w d p wd wdp d f p df dfp |
| building | Verbundindex |
| bvnumber | BV035367186 |
| classification_rvk | UF 1800 UF 3150 ZM 3200 |
| ctrlnum | (OCoLC)476080631 (DE-599)BVBBV035367186 |
| discipline | Physik Werkstoffwissenschaften / Fertigungstechnik |
| edition | 3. ed. |
| format | Book |
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| id | DE-604.BV035367186 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T21:32:15Z |
| institution | BVB |
| isbn | 9780470048245 0470048247 |
| language | English |
| lccn | 2007042802 |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-017171127 |
| oclc_num | 476080631 |
| open_access_boolean | |
| owner | DE-860 DE-83 DE-29T DE-92 |
| owner_facet | DE-860 DE-83 DE-29T DE-92 |
| physical | XXXVI, 522 S. Ill., graph. Darst. |
| publishDate | 2008 |
| publishDateSearch | 2008 |
| publishDateSort | 2008 |
| publisher | Wiley |
| record_format | marc |
| spelling | Peterson, Rudolph E. Verfasser aut Peterson's stress concentration factors [Rudolph E. Peterson] ; Walter D. Pilkey ; Deborah F. Pilkey 3. ed. Hoboken, NJ [u.a.] Wiley 2008 XXXVI, 522 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier 3. Aufl. von: Peterson, Rudolph E. : Stress concentration factors, New York, NY [u.a.], Wiley, 1974. - Neubearb. und verf. von Walter D. Pilkey und Deborah F. Pilkey Festigkeitslehre (DE-588)4016917-0 gnd rswk-swf Spannungsverteilung (DE-588)4236208-8 gnd rswk-swf Berechnung (DE-588)4120997-7 gnd rswk-swf Spannungsintensitätsfaktor (DE-588)4476436-4 gnd rswk-swf Mechanische Spannung (DE-588)4134428-5 gnd rswk-swf Festigkeitslehre (DE-588)4016917-0 s DE-604 Mechanische Spannung (DE-588)4134428-5 s Berechnung (DE-588)4120997-7 s Spannungsverteilung (DE-588)4236208-8 s Spannungsintensitätsfaktor (DE-588)4476436-4 s 1\p DE-604 Pilkey, Walter D. Verfasser aut Pilkey, Deborah F. 1971- Verfasser (DE-588)137623704 aut text/html http://catdir.loc.gov/catdir/enhancements/fy0827/2007042802-b.html Contributor biographical information text/html http://catdir.loc.gov/catdir/enhancements/fy0827/2007042802-d.html Publisher description text/html http://catdir.loc.gov/catdir/enhancements/fy0827/2007042802-t.html Table of contents only GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017171127&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Peterson, Rudolph E. Pilkey, Walter D. Pilkey, Deborah F. 1971- Peterson's stress concentration factors Festigkeitslehre (DE-588)4016917-0 gnd Spannungsverteilung (DE-588)4236208-8 gnd Berechnung (DE-588)4120997-7 gnd Spannungsintensitätsfaktor (DE-588)4476436-4 gnd Mechanische Spannung (DE-588)4134428-5 gnd |
| subject_GND | (DE-588)4016917-0 (DE-588)4236208-8 (DE-588)4120997-7 (DE-588)4476436-4 (DE-588)4134428-5 |
| title | Peterson's stress concentration factors |
| title_auth | Peterson's stress concentration factors |
| title_exact_search | Peterson's stress concentration factors |
| title_full | Peterson's stress concentration factors [Rudolph E. Peterson] ; Walter D. Pilkey ; Deborah F. Pilkey |
| title_fullStr | Peterson's stress concentration factors [Rudolph E. Peterson] ; Walter D. Pilkey ; Deborah F. Pilkey |
| title_full_unstemmed | Peterson's stress concentration factors [Rudolph E. Peterson] ; Walter D. Pilkey ; Deborah F. Pilkey |
| title_short | Peterson's stress concentration factors |
| title_sort | peterson s stress concentration factors |
| topic | Festigkeitslehre (DE-588)4016917-0 gnd Spannungsverteilung (DE-588)4236208-8 gnd Berechnung (DE-588)4120997-7 gnd Spannungsintensitätsfaktor (DE-588)4476436-4 gnd Mechanische Spannung (DE-588)4134428-5 gnd |
| topic_facet | Festigkeitslehre Spannungsverteilung Berechnung Spannungsintensitätsfaktor Mechanische Spannung |
| url | http://catdir.loc.gov/catdir/enhancements/fy0827/2007042802-b.html http://catdir.loc.gov/catdir/enhancements/fy0827/2007042802-d.html http://catdir.loc.gov/catdir/enhancements/fy0827/2007042802-t.html http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017171127&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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