Assessment of mechanical properties of structural materials for cryogenic application: (June 1988)
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | English |
Veröffentlicht: |
Braunschweig
IBMB
2011
|
Schriftenreihe: | Institut für Baustoffe, Massivbau und Brandschutz
216 |
Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | Literaturangaben |
Beschreibung: | V, 92 S. Ill., graph. Darst. 30 cm |
ISBN: | 9783892882008 |
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Datensatz im Suchindex
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adam_text | IMAGE 1
I
ASSESSMENT OF MECHANICAL PROPERTIES OF STRUCTURAL MATERIALS
FOR CRYOGENIC APPLICATIONS
C O N T E N TS
1. INTRODUCTION
2. CONDITIONS AND LOADS
2.1 REGIMES OF DESIGN AND CONSTRUCTION 2.2 OPERATIONAL CONDITIONS AND
LOADS 2.3 ABNORMAL CONDITIONS AND LOADS
3. RELEVANT TEMPERATURES AND STRESS CONDITIONS
3.1 INTRODUCTORY REMARKS 3.2 TEMPERATURE AND LOADING CONDITION DURING
SERVICE
3.2.1 PRESTRESSED CONCRETE INNER TANK 3.2.2 PRESTRESSED CONCRETE OUTER
WALL 3.2.3 PRESTRESSED CONCRETE SLAB 3.2.4 REINFORCED CONCRETE DOME
3.3 THERMAL SHOCK DUE TO LOCAL COLD SPOT ON THE INNER SURFACE OF OUTER
WALL AND SLAB
3.3.1 CAUSES OF COLD SPOT 3.3.2 POSSIBLE SIZE OF COLD SPOT 3.3.3 REVIEW
OF TEST RESULTS 3.3.4 RELEVANT TEMPERATURES OF STEEL, TENDON, AND
CONCRETE IN
CASE OF A COLD SPOT
3.3.4.1 REINFORCEMENT 3.3.4.2 PRESTRESSING TENDONS 3.3.4.3 CONCRETE
3.4 LARGE SCALE THERMAL SHOCK
3.4.1 TOTAL AND SLOW FILLING OF ANNULAR GAP 3.4.2 LIQUID IMPACT ON THE
OUTER TANK
3.5 SUMMARY OF RELEVANT VALUES
BIBLIOGRAFISCHE INFORMATIONEN HTTP://D-NB.INFO/101354286X
DIGITALISIERT DURCH
IMAGE 2
II
4. TEST METHODS
4.1 INTRODUCTION
4.2 COOLING AND REHEATING PROCEDURES
4.2.1 ON THE NECESSITY OF TEMPERATURE CONTROL 4.2.2 FUNCTION OF COOLING
CHAMBER
4.2.2.1 GENERATION AND CONTROL OF TEMPERATURE 4.2.2.2 COOLING CHAMBER
FOR TESTING OF REINFORCING BARS, PRESTRESSING STEELS, AND SINGLE UNIT
TENDONS
4.2.2.3 COOLING CHAMBER FOR TESTING OF CONCRETE, MORTAR, AND GROUT
4.3 ASSESSMENT OF PHYSICAL PROPERTIES
4.3.1 COEFFICIENTS OF HEAT FLOW 4.3.2 THERMAL STRAIN
4.3.2.1 PARAMETERS 4.3.2.2 GEOMETRY OF SPECIMEN 4.3.2.3 TEMPERATURE-TIME
HISTORIES
4.3.2.4 RELATIONSHIPS BETWEEN RATE OF COOLING AND CHARACTE- RISTIC
VALUES OF TEMPERATURE 4.3.2.5 INFLUENCE OF TEMPERATURE DISTRIBUTION
ACROSS A SECTION ON ACCURACY OF MEASURED THERMAL STRAIN 4.3.2.6
INFLUENCE OF TEMPERATURE VARIATION OVER THE LENGTH OF
SPECIMEN
4.3.2.7 DEFINITIONS OF A X 4.3.2.8 OTHER PHYSICAL EFFECTS
4.3.3 MEASURING TECHNIQUES
4.4 TEST METHODS FOR CONCRETE
4.4.1 NECESSARY MECHANICAL VALUES FOR DESIGN 4.4.2 SHAPE OF SPECIMEN
4.4.3 APPLICATION OF FORCE IN THE AXIAL COMPRESSION TEST 4.4.4
DETERMINATION OF LOAD-DEPENDENT STRAIN IN THE AXIAL
COMPRESSION TEST 4.4.5 TENSILE SPLITTING TEST 4.4.6 RESIDUAL STRENGTH
AFTER LOW TEMPERATURE CYCLES 4.4.7 EVALUATION OF RESULTS
4.5 TEST METHODS FOR REINFORCING BARS AND PRESTRESSING STEEL ELEMENTS
4.5.1 STANDARDS, PROPERTIES AND DEFINITIONS 4.5.2 TEST SPECIMENS
IMAGE 3
ILL
4.5.3 APPLICATION OF FORCE IN THE TENSILE TEST 4.5.4 MEASUREMENT OF
LOAD-DEPENDENT STRAIN OF THE TENSILE TEST 4.5.5 EVALUATION OF RESULTS
4.5.6 OTHER PROPERTIES AND TESTS
4.6 TEST METHODS FOR PRESTRESSING SYSTEMS
4.6.1 INTRODUCTORY REMARKS 4.6.2 DEFINITIONS AND NOTATIONS 4.6.3
TENDON-ANCHORAGE ASSEMBLY TEST
4.6.3.1 TEST PROCEDURE 4.6.3.2 OBSERVATIONS AND MEASUREMENTS
4.6.4 LOAD TRANSFER TEST
4.6.4.1 TEST PROCEDURE 4.6.4.2 OBSERVATIONS AND MEASUREMENTS
5. ACCEPTANCE AND QUALITY CONTROL OF MATERIALS AND PRESTRESSING SYSTEMS
5.1 ACCEPTANCE AND QUALITY CONTROL OF CONCRETE
5.1.1 ACCEPTANCE TESTS FOR NORMAL TEMPERATURE AND QUALITY CONTROL DURING
RUNNING PRODUCTION 5.1.2 ACCEPTANCE TESTS FOR LOW TEMPERATURE
APPLICATION OF CONCRETE
5.1.2.1 FABRICATION AND CURING OF SPECIMENS 5.1.2.2 TESTING OF
COMPRESSIVE STRENGTH AND TENSILE SPLITTING STRENGTH AT LOW TEMPERATURE
(LNG) 5.1.2.3 TESTING OF COMPRESSIVE AND TENSILE STRENGTH AFTER LOW
TEMPERATURE CYCLES (RESIDUAL STRENGTH VALUES) 5.1.2.4 PHYSICAL VALUES OF
CONCRETE
5.2 ACCEPTANCE AND QUALITY CONTROL OF HIGH-STRENGTH DEFORMED BARS OF THE
INNER REINFORCEMENT
5.2.1 DEFINITIONS 5.2.2 SAMPLING OF MATERIAL FOR THE TESTS 5.2.3
ACCEPTANCE TESTS FOR NORMAL TEMPERATURE AND ROUTINE QUALITY CONTROL
DURING PRODUCTION 5.2.4 ACCEPTANCE TESTS FOR LOW TEMPERATURE APPLICATION
OF INNER
REINFORCEMENT (DEFORMED BARS)
5.2.4.1 TESTING TEMPERATURES 5.2.4.2 SPECIMENS 5.2.4.3 TENSILE TESTS ON
UNNOTCHED SPECIMENS
IMAGE 4
*IV
5.2.4.4 TENSILE TESTS ON NOTCHED SPECIMENS 5.2.4.5 ADDITIONAL TESTS
5.2.4.6 QUALITY CONTROL TESTS DURING WORK
5.3 ACCEPTANCE AND QUALITY CONTROL OF PRESTRESSING STEEL
5.3.1 DEFINITIONS 5.3.2 SAMPLING OF MATERIAL FOR THE TESTS 5.3.3
QUALIFICATION TESTS AT NORMAL TEMPERATURE AND ROUTINE QUALITY CONTROL
DURING PRODUCTION
5.3.4 ACCEPTANCE TESTS FOR LOW TEMPERATURE APPLICATION
5.3.4.1 TESTING TEMPERATURES 5.3.4.2 SPECIMENS 5.3.4.3 TENSILE TESTING
5.3.4.4 ADDITIONAL TESTS
5.3.4.5 QUALITY CONTROL TESTS DURING WORK
5.4 ACCEPTANCE AND QUALITY CONTROL OF PRESTRESSING SYSTEMS
5.4.1 DEFINITIONS 5.4.2 ACCEPTANCE TEST FOR LOW TEMPERATURE APPLICATION
5.4.2.1 LOW TEMPERATURE TESTS ON PRESTRESSING STEEL 5.4.2.2 MECHANICAL
AND GEOMETRICAL PROPERTIES OF METALLIC ANCHORAGE COMPONENTS 5.4.2.3
TENSILE TESTS ON SINGLE UNIT TENDONS
5.4.2.4 ACCEPTANCE TESTS ON THE TENDON-ANCHORAGE ASSEMBLY 5.4.2.5
ACCEPTANCE TESTS ON ANCHORAGES ZONE 5.4.2.6 QUALITY CONTROL
6. REQUIREMENTS FOR MATERIALS AND PRESTRESSING SYSTEMS FOR CRYOGENIC
APPLICATION
6.1 SCOPE
6.2 REQUIREMENTS F OR S T R U C T U R AL CONCRETE
6.2.1. STRENGTH AND DEFORMATION AT CRYOGENIC TEMPERATURE
6.2.2 RESIDUAL STRENGTH AFTER TEMPERATURE CYCLES
6.3 REQUIREMENTS FOR REINFORCEMENT
6.3.1 ROLE OF REINFORCEMENT 6.3.2 DUCTILITY REQUIREMENT 6.3.3 NOTCH
SENSITIVITY 6.3.4 NECESSARY STRENGTH CLASS FOR CRACK CONTROL
IMAGE 5
6.4 REQUIREMENTS FOR PRESTRESSING STEEL
6.5 REQUIREMENTS FOR PRESTRESSING SYSTEMS
6.5.1 REQUIREMENTS FOR THE TENDON-ANCHORAGE ASSEMBLY 6.5.2 REQUIREMENTS
FOR THE ANCHORAGE ZONE
7. LITERATURE
|
any_adam_object | 1 |
author | Rostásy, F. S. 1932-2018 |
author_GND | (DE-588)119524414 |
author_facet | Rostásy, F. S. 1932-2018 |
author_role | aut |
author_sort | Rostásy, F. S. 1932-2018 |
author_variant | f s r fs fsr |
building | Verbundindex |
bvnumber | BV039602122 |
ctrlnum | (OCoLC)748702032 (DE-599)DNB101354286X |
dewey-full | 620.13616 |
dewey-hundreds | 600 - Technology (Applied sciences) |
dewey-ones | 620 - Engineering and allied operations |
dewey-raw | 620.13616 |
dewey-search | 620.13616 |
dewey-sort | 3620.13616 |
dewey-tens | 620 - Engineering and allied operations |
discipline | Maschinenbau / Maschinenwesen |
format | Book |
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illustrated | Illustrated |
indexdate | 2024-07-10T00:07:12Z |
institution | BVB |
isbn | 9783892882008 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-024452978 |
oclc_num | 748702032 |
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owner | DE-83 |
owner_facet | DE-83 |
physical | V, 92 S. Ill., graph. Darst. 30 cm |
publishDate | 2011 |
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series | Institut für Baustoffe, Massivbau und Brandschutz |
series2 | Institut für Baustoffe, Massivbau und Brandschutz |
spelling | Rostásy, F. S. 1932-2018 Verfasser (DE-588)119524414 aut Assessment of mechanical properties of structural materials for cryogenic application (June 1988) reported by F. S. Rostásy Braunschweig IBMB 2011 V, 92 S. Ill., graph. Darst. 30 cm txt rdacontent n rdamedia nc rdacarrier Institut für Baustoffe, Massivbau und Brandschutz 216 Literaturangaben Tieftemperatur (DE-588)4134801-1 gnd rswk-swf Spannbeton (DE-588)4055978-6 gnd rswk-swf Prüftechnik (DE-588)4047610-8 gnd rswk-swf Stahlbeton (DE-588)4056840-4 gnd rswk-swf Spannbeton (DE-588)4055978-6 s Stahlbeton (DE-588)4056840-4 s Tieftemperatur (DE-588)4134801-1 s Prüftechnik (DE-588)4047610-8 s DE-604 Institut für Baustoffe, Massivbau und Brandschutz 216 (DE-604)BV042399928 216 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=024452978&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Rostásy, F. S. 1932-2018 Assessment of mechanical properties of structural materials for cryogenic application (June 1988) Institut für Baustoffe, Massivbau und Brandschutz Tieftemperatur (DE-588)4134801-1 gnd Spannbeton (DE-588)4055978-6 gnd Prüftechnik (DE-588)4047610-8 gnd Stahlbeton (DE-588)4056840-4 gnd |
subject_GND | (DE-588)4134801-1 (DE-588)4055978-6 (DE-588)4047610-8 (DE-588)4056840-4 |
title | Assessment of mechanical properties of structural materials for cryogenic application (June 1988) |
title_auth | Assessment of mechanical properties of structural materials for cryogenic application (June 1988) |
title_exact_search | Assessment of mechanical properties of structural materials for cryogenic application (June 1988) |
title_full | Assessment of mechanical properties of structural materials for cryogenic application (June 1988) reported by F. S. Rostásy |
title_fullStr | Assessment of mechanical properties of structural materials for cryogenic application (June 1988) reported by F. S. Rostásy |
title_full_unstemmed | Assessment of mechanical properties of structural materials for cryogenic application (June 1988) reported by F. S. Rostásy |
title_short | Assessment of mechanical properties of structural materials for cryogenic application |
title_sort | assessment of mechanical properties of structural materials for cryogenic application june 1988 |
title_sub | (June 1988) |
topic | Tieftemperatur (DE-588)4134801-1 gnd Spannbeton (DE-588)4055978-6 gnd Prüftechnik (DE-588)4047610-8 gnd Stahlbeton (DE-588)4056840-4 gnd |
topic_facet | Tieftemperatur Spannbeton Prüftechnik Stahlbeton |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=024452978&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
volume_link | (DE-604)BV042399928 |
work_keys_str_mv | AT rostasyfs assessmentofmechanicalpropertiesofstructuralmaterialsforcryogenicapplicationjune1988 |