Temperature induced deformations in match-cast segments and their effects on precast segmental bridges:
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | English |
Veröffentlicht: |
Göttingen
Cuvillier
2006
|
Ausgabe: | 1. Aufl. |
Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | Zugl.: Hamburg, Techn. Univ., Diss., 2006 |
Beschreibung: | IX, 190 S. Ill., graph. Darst. |
ISBN: | 3867270511 9783867270519 |
Internformat
MARC
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245 | 1 | 0 | |a Temperature induced deformations in match-cast segments and their effects on precast segmental bridges |c von Ra'ed Abendeh |
250 | |a 1. Aufl. | ||
264 | 1 | |a Göttingen |b Cuvillier |c 2006 | |
300 | |a IX, 190 S. |b Ill., graph. Darst. | ||
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Datensatz im Suchindex
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adam_text | TEMPERATURE INDUCED DEFORMATIONS IN MATCH-CAST SEGMENTS AND THEIR
EFFECTS ON PRECAST SEGMENTAL BRIDGES VOM PROMOTIONSAUSSCHUSS DER
TECHNISCHEN UNIVERSITAET HAMBURG-HARBURG ZUR ERLANGUNG DES AKADEMISCHEN
GRADES DOKTOR-INGENIEUR GENEHMIGTE DISSERTATION VON M.SC RA ED ABENDEH
AUS JORDANIEN 2006 TABLE OF CONTCNTS TABLE OF CONTENTS 1 INTRODUCTION
AND SCOPES 1 .1 INTRODUCTION 1 1.2 PROBLEM STATEMENT _ _ 3 1.3
OBJCCTIVCS 4 2 PRESENT STATE OF KNOWLEDGE 2.1 2.2 2.3 2.3.1 2.3.2 2.3.3
2.3.3.1 2.3.3.2 2.3.3.3 2.3.3.4 2.3.3.5 2.3.4 2.3.5 2.3.6 2.3.7
SEGMENTAL BNDGE SHORT-LINE MATCH CAST METHOD BOWING OF THE MATCH-CAST
SEGMCNT HCAT OF HYDRATION PRCDICTION OF TEMPERATURE DEVELOPMENT IN
HARDCNING EONERETC HCAT TRANSFER THERMAL CONDUETIVITY CONVECTION
SPECIFIC HEAT THERMAL DIFFUSIVITV THERMAL RADIATION THERMAL EXPANSION OF
CONCRETE BOUNDARY CONDITIONS SETTING OF CONCRETE THERMAL STRESS
DEVELOPMENT 6 15 20 _ 21 28 32 34 35 36 37 38 39 42 47 50 2.3.8 MCTHOD
OF CALCULATING DCFORMATION (GAP) IN MATCH-CAST SEGMCNT 51 2.4 FLANGE
WIDTH AND SHEAR LAG 53 EXPERIMENTAL INVESTIGATIONS AND NUMERICAL MODEL
OF MATCH-CAST SEGMENTS 3.1 THE SAN ANTONIO Y PROJCCT 64 3.1.1
DESCRIPTION OF MEASUREMENT PROGRAM 66 3.2 THE BANG NA EXPRESSWAY,
BANGKOK 69 3.3 NUMERICAL MODEL OF MATCH-CAST SEGMENTS _ _ 76 VI 3.3.1
3.3.2 3.4 3.4.1 3.4.2 3.4.3 3.4.4 3.5 3.6 VERIFICATION TABLE OF CONTENTS
77 EXAMPLE OF USING EQUIVALENT MOMENT APPROACH 86 INFLUENCES OF CONCRETE
PROPERTIES, GEOMETRY AND BOUNDARY CONDITIONS ON THE MATCH-CAST PROCESS
90 EFFECT OF WIDTH TO LENGTH RATIO (W/L) EFFCCT OF CONCRETE TYPE CHANGE
OF THE AMBIENT CONDITIONS USE OF INSULATING PLASTIC MATERIALS SUMMARY
MODEL TO ESTIMATE THE TEMPERATURE GRADIENT 90 93 95 101 104 106
EXPERIMENTAL INVESTIGATIONS AND NUMERICAL MODEL OF THE SEGMENTAL BRIDGE
4. 1 TES T SPAN OF THE SEGMCNTAL BRIDGE OF THE SECOND STAGC EXPRCSSWAY
SYSTEM (SES) 110 4.2 NUMERICAL MODEL OF SES SCGMENTAL BRIDGE 115 4.2.1
NUMERICAL MODEL 115 4.2.2 MATERIAL PROPERTIES USED IN THE FE MODEL 116
4.2.3 VERIFICATION 118 4.3 BOWING EFFCCT ON THE SEGMCNTAL BRIDGES 121
4.3.1 BRIDGE LOADS AND LOAD ARRANGEMENT 121 4.3.2 LONG-TERM LOADS 126
4.3.2.1 CREEP OF CONCRETE _ 127 4.3.2.2 SHRINKAGE OF CONCRETE 128
4.3.2.3 EXTENSION OF THE ANSYS CREEP 131 4.3.3 NUMERICAL RESULTS 133
4.3.3.1 THE SES NUMERICAL RESULTS 133 4.3.3.2 THE NUMERICAL RESULTS OF
BANG NA SEGMCNTAL BRIDGE 143 4.4 RECOMMENDED DESIGN AND CONSTRUETION
APPROACHES 156 SUMMARY AND CONCLUSION _ 159
|
adam_txt |
TEMPERATURE INDUCED DEFORMATIONS IN MATCH-CAST SEGMENTS AND THEIR
EFFECTS ON PRECAST SEGMENTAL BRIDGES VOM PROMOTIONSAUSSCHUSS DER
TECHNISCHEN UNIVERSITAET HAMBURG-HARBURG ZUR ERLANGUNG DES AKADEMISCHEN
GRADES DOKTOR-INGENIEUR GENEHMIGTE DISSERTATION VON M.SC RA'ED ABENDEH
AUS JORDANIEN 2006 TABLE OF CONTCNTS TABLE OF CONTENTS 1 INTRODUCTION
AND SCOPES 1 .1 INTRODUCTION 1 1.2 PROBLEM STATEMENT _ _ 3 1.3
OBJCCTIVCS 4 2 PRESENT STATE OF KNOWLEDGE 2.1 2.2 2.3 2.3.1 2.3.2 2.3.3
2.3.3.1 2.3.3.2 2.3.3.3 2.3.3.4 2.3.3.5 2.3.4 2.3.5 2.3.6 2.3.7
SEGMENTAL BNDGE SHORT-LINE MATCH CAST METHOD BOWING OF THE MATCH-CAST
SEGMCNT HCAT OF HYDRATION PRCDICTION OF TEMPERATURE DEVELOPMENT IN
HARDCNING EONERETC HCAT TRANSFER THERMAL CONDUETIVITY CONVECTION
SPECIFIC HEAT THERMAL DIFFUSIVITV THERMAL RADIATION THERMAL EXPANSION OF
CONCRETE BOUNDARY CONDITIONS SETTING OF CONCRETE THERMAL STRESS
DEVELOPMENT 6 15 20 _ 21 28 32 34 35 36 37 38 39 42 47 50 2.3.8 MCTHOD
OF CALCULATING DCFORMATION (GAP) IN MATCH-CAST SEGMCNT 51 2.4 FLANGE
WIDTH AND SHEAR LAG 53 EXPERIMENTAL INVESTIGATIONS AND NUMERICAL MODEL
OF MATCH-CAST SEGMENTS 3.1 THE SAN ANTONIO " Y" PROJCCT 64 3.1.1
DESCRIPTION OF MEASUREMENT PROGRAM 66 3.2 THE BANG NA EXPRESSWAY,
BANGKOK 69 3.3 NUMERICAL MODEL OF MATCH-CAST SEGMENTS _ _ 76 VI 3.3.1
3.3.2 3.4 3.4.1 3.4.2 3.4.3 3.4.4 3.5 3.6 VERIFICATION TABLE OF CONTENTS
77 EXAMPLE OF USING EQUIVALENT MOMENT APPROACH 86 INFLUENCES OF CONCRETE
PROPERTIES, GEOMETRY AND BOUNDARY CONDITIONS ON THE MATCH-CAST PROCESS
90 EFFECT OF WIDTH TO LENGTH RATIO (W/L) EFFCCT OF CONCRETE TYPE CHANGE
OF THE AMBIENT CONDITIONS USE OF INSULATING PLASTIC MATERIALS SUMMARY
MODEL TO ESTIMATE THE TEMPERATURE GRADIENT 90 93 95 101 104 106
EXPERIMENTAL INVESTIGATIONS AND NUMERICAL MODEL OF THE SEGMENTAL BRIDGE
4. 1 TES T SPAN OF THE SEGMCNTAL BRIDGE OF THE SECOND STAGC EXPRCSSWAY
SYSTEM (SES) 110 4.2 NUMERICAL MODEL OF SES SCGMENTAL BRIDGE 115 4.2.1
NUMERICAL MODEL 115 4.2.2 MATERIAL PROPERTIES USED IN THE FE MODEL 116
4.2.3 VERIFICATION 118 4.3 BOWING EFFCCT ON THE SEGMCNTAL BRIDGES 121
4.3.1 BRIDGE LOADS AND LOAD ARRANGEMENT 121 4.3.2 LONG-TERM LOADS 126
4.3.2.1 CREEP OF CONCRETE _ 127 4.3.2.2 SHRINKAGE OF CONCRETE 128
4.3.2.3 EXTENSION OF THE ANSYS CREEP 131 4.3.3 NUMERICAL RESULTS 133
4.3.3.1 THE SES NUMERICAL RESULTS 133 4.3.3.2 THE NUMERICAL RESULTS OF
BANG NA SEGMCNTAL BRIDGE 143 4.4 RECOMMENDED DESIGN AND CONSTRUETION
APPROACHES 156 SUMMARY AND CONCLUSION _ 159 |
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author | Abendeh, Ra'ed |
author_facet | Abendeh, Ra'ed |
author_role | aut |
author_sort | Abendeh, Ra'ed |
author_variant | r a ra |
building | Verbundindex |
bvnumber | BV022231356 |
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classification_tum | BAU 720d |
ctrlnum | (OCoLC)180710847 (DE-599)BVBBV022231356 |
dewey-full | 624.215 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 624 - Civil engineering |
dewey-raw | 624.215 |
dewey-search | 624.215 |
dewey-sort | 3624.215 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Bauingenieurwesen |
discipline_str_mv | Bauingenieurwesen |
edition | 1. Aufl. |
format | Book |
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genre_facet | Hochschulschrift |
id | DE-604.BV022231356 |
illustrated | Illustrated |
index_date | 2024-07-02T16:32:37Z |
indexdate | 2024-07-09T20:52:55Z |
institution | BVB |
isbn | 3867270511 9783867270519 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-015442431 |
oclc_num | 180710847 |
open_access_boolean | |
owner | DE-91 DE-BY-TUM DE-83 |
owner_facet | DE-91 DE-BY-TUM DE-83 |
physical | IX, 190 S. Ill., graph. Darst. |
publishDate | 2006 |
publishDateSearch | 2006 |
publishDateSort | 2006 |
publisher | Cuvillier |
record_format | marc |
spelling | Abendeh, Ra'ed Verfasser aut Temperature induced deformations in match-cast segments and their effects on precast segmental bridges von Ra'ed Abendeh 1. Aufl. Göttingen Cuvillier 2006 IX, 190 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Zugl.: Hamburg, Techn. Univ., Diss., 2006 Temperatur (DE-588)4059427-0 gnd rswk-swf Segmentbauweise (DE-588)4180693-1 gnd rswk-swf Brücke (DE-588)4008408-5 gnd rswk-swf Deformation (DE-588)4070262-5 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Brücke (DE-588)4008408-5 s Segmentbauweise (DE-588)4180693-1 s Deformation (DE-588)4070262-5 s Temperatur (DE-588)4059427-0 s DE-604 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015442431&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Abendeh, Ra'ed Temperature induced deformations in match-cast segments and their effects on precast segmental bridges Temperatur (DE-588)4059427-0 gnd Segmentbauweise (DE-588)4180693-1 gnd Brücke (DE-588)4008408-5 gnd Deformation (DE-588)4070262-5 gnd |
subject_GND | (DE-588)4059427-0 (DE-588)4180693-1 (DE-588)4008408-5 (DE-588)4070262-5 (DE-588)4113937-9 |
title | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges |
title_auth | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges |
title_exact_search | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges |
title_exact_search_txtP | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges |
title_full | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges von Ra'ed Abendeh |
title_fullStr | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges von Ra'ed Abendeh |
title_full_unstemmed | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges von Ra'ed Abendeh |
title_short | Temperature induced deformations in match-cast segments and their effects on precast segmental bridges |
title_sort | temperature induced deformations in match cast segments and their effects on precast segmental bridges |
topic | Temperatur (DE-588)4059427-0 gnd Segmentbauweise (DE-588)4180693-1 gnd Brücke (DE-588)4008408-5 gnd Deformation (DE-588)4070262-5 gnd |
topic_facet | Temperatur Segmentbauweise Brücke Deformation Hochschulschrift |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015442431&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
work_keys_str_mv | AT abendehraed temperatureinduceddeformationsinmatchcastsegmentsandtheireffectsonprecastsegmentalbridges |