Development of threshold values for a minimum stability criterion based on full scale accidents: final report BMWI project LaSSe 03 SX 128 D
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English German |
| Published: |
Hamburg
TUHH
2010
|
| Series: | Schriftenreihe Schiffbau
650 |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Item Description: | Aus dem Dt. übers. |
| Physical Description: | 166 S. Ill., graph. Darst. |
| ISBN: | 9783892206507 |
Staff View
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| 245 | 1 | 0 | |a Development of threshold values for a minimum stability criterion based on full scale accidents |b final report BMWI project LaSSe 03 SX 128 D |c prepared by: S. Krüger ; F. Kluwe |
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Record in the Search Index
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| adam_text | IMAGE 1
TOM
TECHNISCHE U N I V E R S I T I T H A M B U R G - H A R B U R G R A M T C
M T C INSTITUT FOR ENTWERLAN VON SCHRFFEN UND SCHRFFSSTCHERHERT N | T I
N I I J
C O N T E N T S
1 SCOPE AND CONCLUSIONS 8
2 SUMMARY OF CAPSIZING EVENTS OR MODEL TESTS 12
2.1 FIDAMUS: INSUFFICIENT STABILITY, 1:1 RESONANCE 12
2.2 LOHENGRIN: INSUFFICIENT STABILITY AFTER CONVERSION AND ICING 12
2.3 IRENE OLDENDORFF: ENTRAPPED WATER IN COKE DECK CARGO 12
2.4 HUGO PETERS COASTERS: CAPSIZING O F A SERIES DUE T O GENERALLY
INSUFFCIENT STABILITY 12
2.4.1 HOHENEICHEN. INSUFFICIENT STABILITY, WATER IN HATCHWAY 13
2.4.2 W I L H E L M : INSUFFICIENT STABILITY, WATER IN HATCHWAY 13
2.4.3 H A L S T E N B E K : INSUFFICIENT STABILITY, GRAIN CARGO SHIFT 13
2.5 FINNBIRCH: INSUFFICIENT STABILITY AFTER CONVERSION 13
2.6 COUGAR ACE: CAPSIZING AFTER STABILITY REDUCTION DUE T O BALLASTING
14
2.7 FLOWER CLASS: 2:1 ROLL RESONANCE IN EXTREME WAVES 14
2.8 SINBAD: HULL FORM WITH EXTREME RIGHTING LEVER ALTERATIONS SHOWING A
SHORT CRESTED
WAVE CAPSIZING PROBLEM 14
3 OVERVIEW ABOUT SOME DYNAMIC CAPSIZING CRITERIA 15
3.1 GENERAL 15
3.2 THEORETICAL CAPSIZING CRITERIA RELATED T O MODEL TESTS OR
SIMULATIONS 15
3.2.1 T H E KASTNER/RODEN CRITERION FOR A MINIMUM G M T O PREVENT PURE
LOSS FAILURES 15
3.2.2 SODING S CONCEPT O F SIMULATING RARE EVENTS BY AMPLIFIED WAVE
HEIGHTS . . . 18
3.2.3 B L U M E S CONCEPT O F DEFINING SUFFICIENT SAFETY AGAINST
CAPSIZING FROM MODEL
TESTS 20
3.2.4 T H E INSUFFICIENT STABILITY EVENT INDEX (ISEI)- CRITERION 22
3.3 EMPIRICAL CRITERIA RELATED T O RIGHTING LEVERS 25
3.3.1 WENDEL S CONCEPT O F RIGHTING AND HEELING ARM BALANCES 25
3.3.2 EMPIRICAL CRITERIA FOR THE CREST STABILITY DERIVED FROM MODEL
TESTS IN NATURAL
SEAWAYS 25
3.3.3 T H E C-FACTOR CONCEPT FOR CONTAINER VESSELS GREATER 100 M IN
LENGTH . . . . 26
3.3.4 T H E SIMPLIFIED ISEI- CONCEPT 28
4 F I D A M U S : INSUFFICIENT STABILITY, 1:1 RESONANCE 29
4.1 SUMMARY 2 9
PREPARED BY: S. KRIIGER, F. KLUWE K R U E G E R O T U - H A R B U R G .
D E
2 / 1 6 6
HTTP://D-NB.INFO/1002539072
IMAGE 2
YYM
TECHMSCHE UNIVERSITST H A M B U R G - H A R B U R G - - . . _ _ .
INSTITUT FQR ENTWERFEN VON SCTIRIFEN UND SCHIITSSTCHERTIEIT I 11 * I J
4.2 T H E FINAL VOYAGE O F SS FIDAMUS 29
4.3 CIRCUMSTANCES O F THE ACCIDENT 32
4.3.1 FINDINGS DURING ACCIDENT INVESTIGATION 32
4.3.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 33
4.4 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 38
4.4.1 T H E KASTNER- RODEN - CRITERION 38
4.4.2 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 39
4.4.3 T H E DIRECTLY COMPUTED ISEI 40
4.4.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 40
4.4.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLON TESTS 4 1
4.4.6 T H E C- FACTOR 4 1
4.5 CONCLUSIONS FROM THE SS FIDAMUS ACCIDENT 42
5 LOHENGRIN: INSUFFICIENT STABILITY AFTER CONVERSION AND ICING 4 3
5.1 CIRCUMSTANCES O F THE ACCIDENT 43
5.2 SUMMARY 43
5.3 T H E FINAL VOYAGE O F M V LOHENGRIN 43
5.4 CIRCUMSTANCES O F THE ACCIDENT 46
5.4.1 FINDINGS DURING ACCIDENT INVESTIGATION 46
5.4.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 46
5.5 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 52
5.5.1 T H E KASTNER- RODEN - CRITERION 52
5.5.2 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 54
5.5.3 T H E DIRECTLY COMPUTED FOLLOWING SEA ISEI 55
5.5.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 55
5.5.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLON TESTS 55
5.5.6 T H E C- FACTOR 56
5.6 CONCLUSIONS FROM THE M V LOHENGRIN ACCIDENT 57
6 IRENE O L D E N D O R F F : ENTRAPPED WATER IN COKE DECK CARGO 58
6.1 SUMMARY 58
6.2 T H E FINAL VOYAGE O F SS IRENE O L D E N D O R F F 58
6.3 CIRCUMSTANCES O F THE ACCIDENT 6 1
3 / 1 6 6
IMAGE 3
TO*
TECHMSCHE UNIVERSITST H A M B U R G - H A R B U R G /~/^ M~RI~M T C
INSTITUL FTIR ENTWERFEN VON SCHIFFEN UND SCHIFFSSTCHERHETT J I ] | L
I I J
6.3.1 FINDINGS DURING THE ACCIDENT INVESTIGATIONS 6 1
6.3.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 63
6.4 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 66
6.4.1 T H E KASTNER- RODEN - CRITERION 66
6.4.2 SODING S CONCEPT AMPLIFIED WAVE HEIGHTS 68
6.4.3 T H E DIRECTLY COMPUTED FOLLOWING SEA ISEI 69
6.4.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 69
6.4.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLON TESTS 70
6.4.6 T H E C- FACTOR 70
6.5 CONCLUSIONS FROM THE SS IRENE O L D E N D O R F F ACCIDENT 7 1
6.6 HUGO PETERS COASTERS: CAPSIZING O F A COASTER SERIES 73
6.7 SUMMARY 73
6.8 GENERAL REMARKS 73
6.9 SOME INTERESTING ASCPECTS CONCERNING THE HULL FORM INFLUENCE 75
7 H O H E N E I C H E N : INSUFFICIENT STABILITY, WATER IN HATCHWAY 80
7.1 SUMMARY 80
7.2 T H E FINAL VOYAGE O F M V HOHENEICHEN 80
7.3 CIRCUMSTANCES O F THE ACCIDENT 83
7.3.1 FINDINGS DURING ACCIDENT INVESTIGATION 83
7.3.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 86
7.4 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 89
7.4.1 T H E KASTNER- RODEN - CRITERION 89
7.4.2 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 90
7.4.3 T H E DIRECTLY COMPUTED ISEI 9 1
7.4.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 9 1
7.4.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLON TESTS 92
7.4.6 T H E C- FACTOR 92
7.5 CONCLUSIONS FROM THE M V HOHENEICHEN ACCIDENT 93
8 W I L H E L M : INSUFFICIENT STABILITY, WATER IN HATCHWAY 94
8.1 T H E FINAL VOYAGE O F M V W I L H E L M 94
8.2 SUMMARY 94
4 / 1 6 6
IMAGE 4
M M
TECHNTSCHE UNIVERSITUT H A M B U R G - H A R B U R G R A M T R M T R
INSTITIRT FTIR ENTWERFEN V O N SCHTFFEN UND SCHRFFSSICHERTJEIT V_/ I 1 1
* I J
8.3 T H E FINAL VOYAGE O F M V W I L H E L M 9 4
8.4 CIRCUMSTANCES O F THE ACCIDENT 97
8.4.1 FINDINGS DURING THE ACCIDENT INVESTIGATIONS 97
8.4.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 99
8.5 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 103
8.5.1 T H E KASTNER- RODEN - CRITERION 103
8.5.2 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 103
8.5.3 T H E DIRECTLY COMPUTED ISEI 104
8.5.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 104
8.5.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLOEN TESTS 104
8.5.6 T H E C- FACTOR 104
8.6 CONCLUSIONS FROM THE M V W I L H E L M ACCIDENT 106
9 H A L S T E N B E K : INSUFFICIENT STABILITY, GRAIN CARGO SHIFT 107
9.1 SUMMARY 107
9.2 T H E FINAL VOYAGE O F M V H A L S T E N B E K 107
9.3 CIRCUMSTANCES O F THE ACCIDENT 110
9.3.1 FINDINGS DURING THE ACCIDENT INVESTIGATIONS 110
9.3.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 112
9.4 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 115
9.4.1 T H E KASTNER- RODEN - CRITERION 115
9.4.2 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 115
9.4.3 T H E DIRECTLY COMPUTED ISEI 115
9.4.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 116
9.4.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLON TESTS 116
9.4.6 T H E C- FACTOR 116
9.5 SUMMARY FOR M V H A L S T E N B E K 117
10 F I N N B I R C H : INSUFFICIENT STABILITY AFTER CONVERSION 118
10.1 SUMMARY 118
10.2 T H E FINAL VOYAGE O F M V FINNBIRCH 118
10.3 CIRCUMSTANCES O F THE ACCIDENT 120
10.3.1 LOAD CASE ASSUMPTIONS 120
PREPARED BY: S. KRIIGER, F. KLUWE K R U E G E R O T U - H A R B U R G .
D E
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TECHMSCHE UNIVERSITST H A M B U R G - H A R B U R G _ INSTITUT FUR
ENTWERFEN VON SCTUFTEN UND SCHRFFSSEFTERTIERF V W U L L I T |N| I ^
10.3.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 123
10.4 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 126
10.4.1 T H E KASTNER- RODEN - CRITERION 126
10.4.2 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 126
10.4.3 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 126
10.4.4 T H E DIRECTLY COMPUTED ISEI 128
10.4.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLON TESTS 128
10.4.6 T H E C- FACTOR 128
10.5 CONCLUSIONS FROM THE M V FINNBIRCH ACCIDENT 128
11 C O U G A R ACE: STABILITY REDUCTION DUE T O BALLASTING 130
11.1 SUMMARY 130
11.2 T H E FINAL VOYAGE O F M.V. COUGAR ACE 130
11.3 CIRCUMSTANCES O F THE ACCIDENT 132
11.3.1 FINDINGS DURING THE ACCIDENT INVESTIGATION 132
11.3.2 RESULTS O F THE NUMERICAL ANALYSIS O F THE ACCIDENT 133
11.4 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 139
11.4.1 T H E KASTNER-RODEN CRITERION 139
11.4.2 S ODING S CONCEPT O F AMPLIFIED WAVES 140
11.4.3 T H E DIRECTLY COMPUTED ISEI 140
11.4.4 BLUME S CONCEPT O F THE RESIDUAL STILL W A T E R AREA 140
11.4.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PI ON TESTS 140
11.4.6 T H E C -FACTOR 141
11.5 CONCLUSIONS FROM THE M . V . COUGAR ACE ACCIDENT 142
12 F L O W E R CLASS: 2:1 ROLL RESONANCE IN EXTREME WAVES 143
12.1 SUMMARY 143
12.2 TEST CONDITIONS AND MOTIVATION 143
12.2.1 RESULTS O F THE NUMERICAL ANALYSIS O F THE CAPSIZING TESTS 146
12.3 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 149
12.3.1 T H E KASTNER- RODEN - CRITERION 149
12.3.2 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 149
12.3.3 T H E DIRECTLY COMPUTED ISEI 150
PREPARED BY: S. KRIIGER, F. KLUWE KRUEGEROTU-HARBURG.DE
6 / 1 6 6
IMAGE 6
TOM
TECHMSCHE U M V E R S I T A T H A M B U R G - H A R B U R G _ _ . . _ _
. . TNSTITUI FOR ENTWERFON VON SCHIFFEN UND SCHIFFSSTCHERHEIT V . . V/I
* I LLLV I J
12.3.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 150
12.3.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PLON TESTS 150
12.3.6 T H E C- FACTOR 150
12.4 CONCLUSIONS FROM THE DFDS FLOWER CLASS CAPSIZING TESTS 151
13 S I N B A D : EXTREME RIGHTING LEVER ALTERATIONS 152
13.1 SUMMARY 152
13.2 TEST CONDITIONS AND MOTIVATION 153
13.2.1 RESULTS O F THE NUMERICAL ANALYSIS O F THE CAPSIZING TESTS 157
13.3 COMPARISON O F DIFFERENT CAPSIZING CRITERIA 159
13.3.1 T H E KASTNER- RODEN - CRITERION 159
13.3.2 SODING S CONCEPT O F AMPLIFIED WAVE HEIGHTS 159
13.3.3 T H E DIRECTLY COMPUTED ISEI 159
13.3.4 BLUME S CONCEPT O F THE RESIDUAL STILL WATER AREA 160
13.3.5 T H E EMPIRICAL WAVE CREST CRITERIA FROM THE LAKE PI ON TESTS
160
13.3.6 T H E C- FACTOR 160
13.4 CONCLUSIONS FROM THE S I N B A D CAPSIZING TESTS 160
REFERENCES 162
PREPARED BY: S. KRIIGER, F. KLUWE KRUEGEROTU-HARBURG.DE
7 / 1 6 6
|
| any_adam_object | 1 |
| author | Krüger, Stefan Kluwe, Florian |
| author_facet | Krüger, Stefan Kluwe, Florian |
| author_role | aut aut |
| author_sort | Krüger, Stefan |
| author_variant | s k sk f k fk |
| building | Verbundindex |
| bvnumber | BV040327212 |
| ctrlnum | (OCoLC)918212647 (DE-599)DNB1002539072 |
| dewey-full | 623.888 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 623 - Military and nautical engineering |
| dewey-raw | 623.888 |
| dewey-search | 623.888 |
| dewey-sort | 3623.888 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Maschinenbau / Maschinenwesen Verkehr / Transport |
| format | Book |
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| id | DE-604.BV040327212 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T00:21:45Z |
| institution | BVB |
| isbn | 9783892206507 |
| language | English German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-025181713 |
| oclc_num | 918212647 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | 166 S. Ill., graph. Darst. |
| publishDate | 2010 |
| publishDateSearch | 2010 |
| publishDateSort | 2010 |
| publisher | TUHH |
| record_format | marc |
| series | Schriftenreihe Schiffbau |
| series2 | Schriftenreihe Schiffbau |
| spelling | Krüger, Stefan Verfasser aut Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D prepared by: S. Krüger ; F. Kluwe Hamburg TUHH 2010 166 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Schriftenreihe Schiffbau 650 Aus dem Dt. übers. Stabilität (DE-588)4056693-6 gnd rswk-swf Kentern (DE-588)4596653-9 gnd rswk-swf Grenzwert (DE-588)4129627-8 gnd rswk-swf Kentern (DE-588)4596653-9 s Stabilität (DE-588)4056693-6 s Grenzwert (DE-588)4129627-8 s DE-604 Kluwe, Florian Verfasser aut Schriftenreihe Schiffbau 650 (DE-604)BV017163681 650 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025181713&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Krüger, Stefan Kluwe, Florian Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D Schriftenreihe Schiffbau Stabilität (DE-588)4056693-6 gnd Kentern (DE-588)4596653-9 gnd Grenzwert (DE-588)4129627-8 gnd |
| subject_GND | (DE-588)4056693-6 (DE-588)4596653-9 (DE-588)4129627-8 |
| title | Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D |
| title_auth | Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D |
| title_exact_search | Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D |
| title_full | Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D prepared by: S. Krüger ; F. Kluwe |
| title_fullStr | Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D prepared by: S. Krüger ; F. Kluwe |
| title_full_unstemmed | Development of threshold values for a minimum stability criterion based on full scale accidents final report BMWI project LaSSe 03 SX 128 D prepared by: S. Krüger ; F. Kluwe |
| title_short | Development of threshold values for a minimum stability criterion based on full scale accidents |
| title_sort | development of threshold values for a minimum stability criterion based on full scale accidents final report bmwi project lasse 03 sx 128 d |
| title_sub | final report BMWI project LaSSe 03 SX 128 D |
| topic | Stabilität (DE-588)4056693-6 gnd Kentern (DE-588)4596653-9 gnd Grenzwert (DE-588)4129627-8 gnd |
| topic_facet | Stabilität Kentern Grenzwert |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=025181713&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV017163681 |
| work_keys_str_mv | AT krugerstefan developmentofthresholdvaluesforaminimumstabilitycriterionbasedonfullscaleaccidentsfinalreportbmwiprojectlasse03sx128d AT kluweflorian developmentofthresholdvaluesforaminimumstabilitycriterionbasedonfullscaleaccidentsfinalreportbmwiprojectlasse03sx128d |