Short pitch corrugation on railway rails: a linear model for prediction
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Düsseldorf
VDI-Verl.
1994
|
| Ausgabe: | Als Ms. gedr. |
| Schriftenreihe: | Verein Deutscher Ingenieure: [Fortschrittberichte VDI / 12]
231 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | VI, 147 S. Ill., graph. Darst. |
| ISBN: | 3183231123 |
Internformat
MARC
| LEADER | 00000nam a2200000 cb4500 | ||
|---|---|---|---|
| 001 | BV010036451 | ||
| 003 | DE-604 | ||
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| 007 | t | ||
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| 020 | |a 3183231123 |9 3-18-323112-3 | ||
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| 100 | 1 | |a Hempelmann, Klaus |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Short pitch corrugation on railway rails |b a linear model for prediction |c Klaus Hempelmann |
| 250 | |a Als Ms. gedr. | ||
| 264 | 1 | |a Düsseldorf |b VDI-Verl. |c 1994 | |
| 300 | |a VI, 147 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Verein Deutscher Ingenieure: [Fortschrittberichte VDI / 12] |v 231 | |
| 502 | |a Zugl.: Cambridge, Univ., Diss., 1994 | ||
| 650 | 0 | 7 | |a Mathematisches Modell |0 (DE-588)4114528-8 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Riffelbildung |0 (DE-588)4138011-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Eisenbahnschiene |0 (DE-588)4137730-8 |2 gnd |9 rswk-swf |
| 655 | 7 | |0 (DE-588)4113937-9 |a Hochschulschrift |2 gnd-content | |
| 689 | 0 | 0 | |a Eisenbahnschiene |0 (DE-588)4137730-8 |D s |
| 689 | 0 | 1 | |a Riffelbildung |0 (DE-588)4138011-3 |D s |
| 689 | 0 | 2 | |a Mathematisches Modell |0 (DE-588)4114528-8 |D s |
| 689 | 0 | |5 DE-604 | |
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| 999 | |a oai:aleph.bib-bvb.de:BVB01-006655806 | ||
Datensatz im Suchindex
| _version_ | 1804124418392195072 |
|---|---|
| adam_text | V
CONTENTS
1
INTRODUCTION
1
1.1
AIM
OF
THIS
WORK
AND
BASIC
ASSUMPTIONS
......................
2
1.2
CLOSELY
RELATED
WORK
ON
CORRUGATION
MODELS.....................
4
2
THE
PROBLEM
OF
CORRUGATION
IN
LITERATURE
10
2.1
PHENOMENOLOGICAL
APPROACHES............................
11
2.2
EXPERIMENTAL
WORK
AND
FIELD
TRIALS..........................
11
2.3
THEORETICAL
WORK
...................................
14
2.4
CONCLUSION
ON
EXPERIMENTAL
AND
THEORETICAL
WORK
.................
15
2.4.1
GENERAL
FINDINGS................................
15
2.4.2
TRACK
CONSTRUCTION..............................
16
2.4.3
OPERATION...................................
17
2.4.4
MATERIAL
PROPERTIES..............................
17
3
COORDINATE
SYSTEMS
AND
NOTATION
18
4
THE
CORRUGATION
MODEL
24
4.1
THE
DYNAMICS.....................................
25
4.1.1
ASSUMPTIONS
AND
RESTRICTIONS
........................
25
4.1.2
WHEELSET....................................
28
4.1.3
TRACK
....................................
29
4.1.4
CONTACT
MECHANICS..............................
31
4.1.5
EXCITATION...................................
36
4.1.6
MODEL
FOR
HIGH
FREQUENCY
DYNAMICS.....................
36
4.2
THE
FEEDBACK
MECHANISM...............................
40
4.2.1
ASSUMPTIONS
AND
RESTRICTIONS
........................
40
4.2.2
CALCULATION
OF
LOCAL
WEAR
EIGENVALUES....................
41
4.2.3
ANALYTICAL
SOLUTION
FOR
LOCAL
CORRUGATION
GROWTH
RATE............
42
4.2.4
CALCULATION
OF
WEAR
PATTERN
.........................
43
5
LIMITS
OF
THE
LINEAR
MODEL
46
6
THE
NEED
FOR
A
SOPHISTICATED
CORRUGATION
MODEL
50
6.1
FROM
RECEPTANCES
TO
GLOBAL
CORRUGATION
GROWTH
RATE................
50
6.1.1
RECEPTANCES..................................
50
6.1.2
LOCAL
CORRUGATION
GROWTH
RATE........................
51
6.1.3
CORRUGATION
AMPLITUDE
SPECTRA........................
52
6.1.4
GLOBAL
CORRUGATION
GROWTH
RATE.......................
54
6.2
CONTACT
FILTER.....................................
56
7
INFLUENCE
OF
OPERATIONAL
PARAMETERS
60
7.1
REFERENCE
CREEPAGE..................................
60
7.1.1
LATERAL
REFERENCE
CREEPAGE..........................
60
7.1.2
COMBINED
LATERAL
AND
LONGITUDINAL
REFERENCE
CREEPAGE...........
61
7.2
WHEEL/RAIL
GEOMETRY.................................
66
7.3
VEHICLE
SPEED.....................................
72
7.4
MIXED
TRAFFIC......................................
76
VI
8
INFLUENCE
OF
TRACK
PARAMETERS
78
8.1
BALLAST
AND
PAD
PARAMETERS
FROM
FIELD
EXPERIMENTS
................
78
8.2
PAD
PARAMETERS
FROM
LABORATORY
TESTS........................
78
8.3
INFLUENCE
OF
BALLAST
PARAMETERS............................
81
8.3.1
BALLAST
STIFFNESS......... .......................
81
8.3.2
BALLAST
DAMPING................................
82
8.4
INFLUENCE
OF
PAD
PARAMETERS.............................
84
8.4.1
PAD
STIFFNESS
(CONSTANT
DAMPING)
......................
85
8.4.2
PAD
DAMPING
(CONSTANT
STIFFNESS)
......................
86
8.4.3
PAD
STIFFNESS
(CONSTANT
RELAXATION
TIME)...................
88
8.5
OPTIMIZATION
OF
TRACK
PARAMETERS
OF
A
TEST
SITE...................
96
9
INFLUENCE
OF
VEHICLE
PARAMETERS
99
9.1
DIFFERENT
WHEELSET
DESIGNS
..............................
99
9.2
DIFFERENTLY
WORN
WHEELSETS..............................100
9.3
AXLE
LOAD
.......................................101
10
PROMISING
AREAS
FOR
FURTHER
INVESTIGATION
103
11
CONCLUSION
104
A
RESULTS
FOR
DIFFERENT
WHEELSETS
109
A.L
CHARACTERIZATION
OF
WHEELSET
MODE
SHAPES
.....................109
A.2
COMPARISON
WITH
MEASUREMENTS
AND
CALCULATIONS
OF
THOMPSON..........ILL
A.
3
THE
INFLUENCE
OF
BRAKE
DISCS
ON
THE
DYNAMICS
OF
WHEELSETS.............112
B
RESULTS
FOR
DIFFERENT
TRACK
118
B.
L
GERMAN
TRACK
WITH
S54-RAIL
(DB
TRACK
SITE)
....................118
B.2
GERMAN
TRACK
WITH
R65-
AND
S49-RAIL
(DR
TRACK
SITE,
[91,
89])..........118
B.3
BRITISH
TRACK
WITH
BSLL3-RAIL
............................119
C
TECHNIQUE
FOR
ANALYSIS
OF
HERTZIAN
NORMAL
CONTACT
123
D
STANDARD
INPUT
VALUES
FOR
THE
CORRUGATION
MODEL
125
D.L
REFERENCE
STATE
VALUES
................................125
D.
2
INITIAL
PROFILE
IRREGULARITY...............................126
E
CORRUGATION
QUESTIONNAIRE
127
E.
L
PART
ONE
-
GENERAL
DESCRIPTION
OF
THE
SITE
.....................129
E.2
PART
TWO
-
DETAILED
SITE
DESCRIPTION
........................131
E.3
PART
THREE
-
CONDITION
OF
THE
RAIL
SURFACE
.....................136
E.4
PART
FOUR
-
NOTES
ON
MEASURING
TECHNIQUE
AND
DATA
COLLECTION..........139
BIBLIOGRAPHY
140
|
| any_adam_object | 1 |
| author | Hempelmann, Klaus |
| author_facet | Hempelmann, Klaus |
| author_role | aut |
| author_sort | Hempelmann, Klaus |
| author_variant | k h kh |
| building | Verbundindex |
| bvnumber | BV010036451 |
| classification_rvk | ZO 5000 |
| classification_tum | VER 207d |
| ctrlnum | (OCoLC)35367866 (DE-599)BVBBV010036451 |
| discipline | Verkehrstechnik Verkehr / Transport |
| edition | Als Ms. gedr. |
| format | Thesis Book |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV010036451 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T17:45:21Z |
| institution | BVB |
| isbn | 3183231123 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-006655806 |
| oclc_num | 35367866 |
| open_access_boolean | |
| owner | DE-91G DE-BY-TUM DE-210 DE-83 |
| owner_facet | DE-91G DE-BY-TUM DE-210 DE-83 |
| physical | VI, 147 S. Ill., graph. Darst. |
| publishDate | 1994 |
| publishDateSearch | 1994 |
| publishDateSort | 1994 |
| publisher | VDI-Verl. |
| record_format | marc |
| series2 | Verein Deutscher Ingenieure: [Fortschrittberichte VDI / 12] |
| spelling | Hempelmann, Klaus Verfasser aut Short pitch corrugation on railway rails a linear model for prediction Klaus Hempelmann Als Ms. gedr. Düsseldorf VDI-Verl. 1994 VI, 147 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Verein Deutscher Ingenieure: [Fortschrittberichte VDI / 12] 231 Zugl.: Cambridge, Univ., Diss., 1994 Mathematisches Modell (DE-588)4114528-8 gnd rswk-swf Riffelbildung (DE-588)4138011-3 gnd rswk-swf Eisenbahnschiene (DE-588)4137730-8 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Eisenbahnschiene (DE-588)4137730-8 s Riffelbildung (DE-588)4138011-3 s Mathematisches Modell (DE-588)4114528-8 s DE-604 12] Verein Deutscher Ingenieure: [Fortschrittberichte VDI 231 (DE-604)BV000761054 231 HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=006655806&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Hempelmann, Klaus Short pitch corrugation on railway rails a linear model for prediction Mathematisches Modell (DE-588)4114528-8 gnd Riffelbildung (DE-588)4138011-3 gnd Eisenbahnschiene (DE-588)4137730-8 gnd |
| subject_GND | (DE-588)4114528-8 (DE-588)4138011-3 (DE-588)4137730-8 (DE-588)4113937-9 |
| title | Short pitch corrugation on railway rails a linear model for prediction |
| title_auth | Short pitch corrugation on railway rails a linear model for prediction |
| title_exact_search | Short pitch corrugation on railway rails a linear model for prediction |
| title_full | Short pitch corrugation on railway rails a linear model for prediction Klaus Hempelmann |
| title_fullStr | Short pitch corrugation on railway rails a linear model for prediction Klaus Hempelmann |
| title_full_unstemmed | Short pitch corrugation on railway rails a linear model for prediction Klaus Hempelmann |
| title_short | Short pitch corrugation on railway rails |
| title_sort | short pitch corrugation on railway rails a linear model for prediction |
| title_sub | a linear model for prediction |
| topic | Mathematisches Modell (DE-588)4114528-8 gnd Riffelbildung (DE-588)4138011-3 gnd Eisenbahnschiene (DE-588)4137730-8 gnd |
| topic_facet | Mathematisches Modell Riffelbildung Eisenbahnschiene Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=006655806&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV000761054 |
| work_keys_str_mv | AT hempelmannklaus shortpitchcorrugationonrailwayrailsalinearmodelforprediction |