Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton
Very often reinforced concrete members are exposed to restraint. In many cases the greatest forces develop a few days after concreting, caused by the decrease of hydration heat and chemical shrinkage. If the tensile strength of the young concrete is exceeded, cracks will develop. Therefore, it is im...
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| Format: | Abschlussarbeit Buch |
| Sprache: | German |
| Veröffentlicht: |
Berlin
Beuth
1997
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| Schriftenreihe: | Schriftenreihe des Deutschen Ausschusses für Stahlbeton
482 |
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| 100 | 1 | |a Bergner, Harald |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton |c von Harald Bergner |
| 264 | 1 | |a Berlin |b Beuth |c 1997 | |
| 300 | |a 152, 12 S. |b Ill., zahlr. graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Schriftenreihe des Deutschen Ausschusses für Stahlbeton |v 482 | |
| 500 | |a Zsfass. in dt., engl. und franz. Sprache | ||
| 502 | |a Zugl.: Darmstadt, Techn. Hochsch., Diss., 1995 | ||
| 520 | 3 | |a Very often reinforced concrete members are exposed to restraint. In many cases the greatest forces develop a few days after concreting, caused by the decrease of hydration heat and chemical shrinkage. If the tensile strength of the young concrete is exceeded, cracks will develop. Therefore, it is important to control crack width; otherwise, the utilization of the structure may be affected. Besides the development of concrete strength, chemical shrinkage, temperature, and change of length, the influence of the ratio of reinforcement and geometry were investigated. Based on these tests and a theoretical model, design rules were developed for high-strength concrete. With a beter knowledge of the processes that take place in hardening concrete members, risk of cracking in the early age could be lowered. The application of such a high-strength concrete on large members, for instance, slabs and walls, will provide a higher quality. [Summary, p. 3.] | |
| 650 | 4 | |a Concrete |x Cracking | |
| 650 | 4 | |a High strength concrete | |
| 650 | 4 | |a Reinforcing bars | |
| 650 | 0 | 7 | |a Mindestbewehrung |0 (DE-588)4210429-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Rissausbreitung |0 (DE-588)4136911-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Hochfester Beton |0 (DE-588)4260103-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Zwängsspannung |0 (DE-588)4130183-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Junger Beton |0 (DE-588)4279751-2 |2 gnd |9 rswk-swf |
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| 689 | 0 | 0 | |a Hochfester Beton |0 (DE-588)4260103-4 |D s |
| 689 | 0 | 1 | |a Junger Beton |0 (DE-588)4279751-2 |D s |
| 689 | 0 | 2 | |a Zwängsspannung |0 (DE-588)4130183-3 |D s |
| 689 | 0 | 3 | |a Rissausbreitung |0 (DE-588)4136911-7 |D s |
| 689 | 0 | 4 | |a Mindestbewehrung |0 (DE-588)4210429-4 |D s |
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Datensatz im Suchindex
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|---|---|
| any_adam_object | |
| author | Bergner, Harald |
| author_facet | Bergner, Harald |
| author_role | aut |
| author_sort | Bergner, Harald |
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| callnumber-sort | TA 3444 |
| callnumber-subject | TA - General and Civil Engineering |
| ctrlnum | (OCoLC)40358593 (DE-599)BVBBV011641637 |
| format | Thesis Book |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV011641637 |
| illustrated | Illustrated |
| indexdate | 2024-12-23T14:37:11Z |
| institution | BVB |
| isbn | 3410656820 |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-007845792 |
| oclc_num | 40358593 |
| open_access_boolean | |
| owner | DE-Aug4 DE-M347 DE-92 DE-863 DE-BY-FWS DE-858 DE-1050 DE-898 DE-BY-UBR DE-706 DE-634 DE-83 DE-525 |
| owner_facet | DE-Aug4 DE-M347 DE-92 DE-863 DE-BY-FWS DE-858 DE-1050 DE-898 DE-BY-UBR DE-706 DE-634 DE-83 DE-525 |
| physical | 152, 12 S. Ill., zahlr. graph. Darst. |
| publishDate | 1997 |
| publishDateSearch | 1997 |
| publishDateSort | 1997 |
| publisher | Beuth |
| record_format | marc |
| series | Schriftenreihe des Deutschen Ausschusses für Stahlbeton |
| series2 | Schriftenreihe des Deutschen Ausschusses für Stahlbeton |
| spelling | Bergner, Harald Verfasser aut Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton von Harald Bergner Berlin Beuth 1997 152, 12 S. Ill., zahlr. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Schriftenreihe des Deutschen Ausschusses für Stahlbeton 482 Zsfass. in dt., engl. und franz. Sprache Zugl.: Darmstadt, Techn. Hochsch., Diss., 1995 Very often reinforced concrete members are exposed to restraint. In many cases the greatest forces develop a few days after concreting, caused by the decrease of hydration heat and chemical shrinkage. If the tensile strength of the young concrete is exceeded, cracks will develop. Therefore, it is important to control crack width; otherwise, the utilization of the structure may be affected. Besides the development of concrete strength, chemical shrinkage, temperature, and change of length, the influence of the ratio of reinforcement and geometry were investigated. Based on these tests and a theoretical model, design rules were developed for high-strength concrete. With a beter knowledge of the processes that take place in hardening concrete members, risk of cracking in the early age could be lowered. The application of such a high-strength concrete on large members, for instance, slabs and walls, will provide a higher quality. [Summary, p. 3.] Concrete Cracking High strength concrete Reinforcing bars Mindestbewehrung (DE-588)4210429-4 gnd rswk-swf Rissausbreitung (DE-588)4136911-7 gnd rswk-swf Hochfester Beton (DE-588)4260103-4 gnd rswk-swf Zwängsspannung (DE-588)4130183-3 gnd rswk-swf Junger Beton (DE-588)4279751-2 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Hochfester Beton (DE-588)4260103-4 s Junger Beton (DE-588)4279751-2 s Zwängsspannung (DE-588)4130183-3 s Rissausbreitung (DE-588)4136911-7 s Mindestbewehrung (DE-588)4210429-4 s DE-604 Schriftenreihe des Deutschen Ausschusses für Stahlbeton 482 (DE-604)BV000004241 482 |
| spellingShingle | Bergner, Harald Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton Schriftenreihe des Deutschen Ausschusses für Stahlbeton Concrete Cracking High strength concrete Reinforcing bars Mindestbewehrung (DE-588)4210429-4 gnd Rissausbreitung (DE-588)4136911-7 gnd Hochfester Beton (DE-588)4260103-4 gnd Zwängsspannung (DE-588)4130183-3 gnd Junger Beton (DE-588)4279751-2 gnd |
| subject_GND | (DE-588)4210429-4 (DE-588)4136911-7 (DE-588)4260103-4 (DE-588)4130183-3 (DE-588)4279751-2 (DE-588)4113937-9 |
| title | Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton |
| title_auth | Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton |
| title_exact_search | Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton |
| title_full | Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton von Harald Bergner |
| title_fullStr | Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton von Harald Bergner |
| title_full_unstemmed | Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton von Harald Bergner |
| title_short | Rißbreitenbeschränkung zwangbeanspruchter Bauteile aus hochfestem Normalbeton |
| title_sort | rißbreitenbeschrankung zwangbeanspruchter bauteile aus hochfestem normalbeton |
| topic | Concrete Cracking High strength concrete Reinforcing bars Mindestbewehrung (DE-588)4210429-4 gnd Rissausbreitung (DE-588)4136911-7 gnd Hochfester Beton (DE-588)4260103-4 gnd Zwängsspannung (DE-588)4130183-3 gnd Junger Beton (DE-588)4279751-2 gnd |
| topic_facet | Concrete Cracking High strength concrete Reinforcing bars Mindestbewehrung Rissausbreitung Hochfester Beton Zwängsspannung Junger Beton Hochschulschrift |
| volume_link | (DE-604)BV000004241 |
| work_keys_str_mv | AT bergnerharald rißbreitenbeschrankungzwangbeanspruchterbauteileaushochfestemnormalbeton |