Minimum reinforcement in concrete members:
The ESIS-Technical Committee 9 on Concrete was established in 1990 and has met seven times. A proposal was put to European and extra-European laboratories entitled "Scale effects and transitional failure phenomena of reinforced concrete beams in flexure" which lead to several positive resp...
Gespeichert in:
| Format: | Elektronisch E-Book |
|---|---|
| Sprache: | English |
| Veröffentlicht: |
Amsterdam New York
Elsevier
© 1999
|
| Ausgabe: | 1st ed |
| Schriftenreihe: | ESIS publication
24 |
| Schlagworte: | |
| Online-Zugang: | FLA01 Volltext |
| Zusammenfassung: | The ESIS-Technical Committee 9 on Concrete was established in 1990 and has met seven times. A proposal was put to European and extra-European laboratories entitled "Scale effects and transitional failure phenomena of reinforced concrete beams in flexure" which lead to several positive responses. The central topic discussed by the committee was that of the minimum reinforcement in concrete members. The minimum amount of reinforcement is defined as that for which "peak load at first concrete cracking" and "ultimate load after steel yielding" are equal. In this way, any brittle behaviour is avoided as well as any localized failure, if the member is not over-reinforced. In other words, there is a reinforcement percentage range, depending on the size-scale, within which the plastic limit analysis may be applied with its static and kinematic theorems. Carpinteri, Ferro, Bosco and El-Katieb propose a LEFM model, according to which reinforcement reactions are applied directly on the crack surfaces and a compatibility condition is locally imposed on the crack opening displacement in correspondence with the reinforcement. The theoretical model is found to provide a satisfactory estimate of the minimum percentage of reinforcement that depends on the scale and enables the element in flexure to prevent brittle failure |
| Beschreibung: | Includes bibliographical references and index |
| Beschreibung: | 1 online resource (viii, 203 pages) illustrations |
| ISBN: | 9780080430225 0080430228 9780080536569 0080536565 |
Internformat
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| 245 | 1 | 0 | |a Minimum reinforcement in concrete members |c editor, Alberto Carpinteri |
| 250 | |a 1st ed | ||
| 264 | 1 | |a Amsterdam |a New York |b Elsevier |c © 1999 | |
| 300 | |a 1 online resource (viii, 203 pages) |b illustrations | ||
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| 490 | 0 | |a ESIS publication |v 24 | |
| 500 | |a Includes bibliographical references and index | ||
| 520 | |a The ESIS-Technical Committee 9 on Concrete was established in 1990 and has met seven times. A proposal was put to European and extra-European laboratories entitled "Scale effects and transitional failure phenomena of reinforced concrete beams in flexure" which lead to several positive responses. The central topic discussed by the committee was that of the minimum reinforcement in concrete members. The minimum amount of reinforcement is defined as that for which "peak load at first concrete cracking" and "ultimate load after steel yielding" are equal. In this way, any brittle behaviour is avoided as well as any localized failure, if the member is not over-reinforced. In other words, there is a reinforcement percentage range, depending on the size-scale, within which the plastic limit analysis may be applied with its static and kinematic theorems. Carpinteri, Ferro, Bosco and El-Katieb propose a LEFM model, according to which reinforcement reactions are applied directly on the crack surfaces and a compatibility condition is locally imposed on the crack opening displacement in correspondence with the reinforcement. The theoretical model is found to provide a satisfactory estimate of the minimum percentage of reinforcement that depends on the scale and enables the element in flexure to prevent brittle failure | ||
| 650 | 7 | |a TECHNOLOGY & ENGINEERING / Structural |2 bisacsh | |
| 650 | 7 | |a Concrete beams / Testing |2 fast | |
| 650 | 7 | |a Flexure |2 fast | |
| 650 | 7 | |a Vigas |2 larpcal | |
| 650 | 7 | |a Estruturas de concreto |2 larpcal | |
| 650 | 4 | |a Concrete beams |x Testing | |
| 650 | 4 | |a Flexure | |
| 650 | 4 | |a Flexure |v Congresses | |
| 650 | 4 | |a Concrete beams |x Testing |v Congresses | |
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| 700 | 1 | |a Carpinteri, Alberto |d 1952- |e Sonstige |4 oth | |
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| dewey-full | 624.1/83423 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/83423 |
| dewey-search | 624.1/83423 |
| dewey-sort | 3624.1 583423 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| edition | 1st ed |
| format | Electronic eBook |
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| genre_facet | Konferenzschrift |
| id | DE-604.BV046123733 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T08:35:48Z |
| institution | BVB |
| isbn | 9780080430225 0080430228 9780080536569 0080536565 |
| language | English |
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| publishDate | 1999 |
| publishDateSearch | 1999 |
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| publisher | Elsevier |
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| series2 | ESIS publication |
| spelling | Minimum reinforcement in concrete members editor, Alberto Carpinteri 1st ed Amsterdam New York Elsevier © 1999 1 online resource (viii, 203 pages) illustrations txt rdacontent c rdamedia cr rdacarrier ESIS publication 24 Includes bibliographical references and index The ESIS-Technical Committee 9 on Concrete was established in 1990 and has met seven times. A proposal was put to European and extra-European laboratories entitled "Scale effects and transitional failure phenomena of reinforced concrete beams in flexure" which lead to several positive responses. The central topic discussed by the committee was that of the minimum reinforcement in concrete members. The minimum amount of reinforcement is defined as that for which "peak load at first concrete cracking" and "ultimate load after steel yielding" are equal. In this way, any brittle behaviour is avoided as well as any localized failure, if the member is not over-reinforced. In other words, there is a reinforcement percentage range, depending on the size-scale, within which the plastic limit analysis may be applied with its static and kinematic theorems. Carpinteri, Ferro, Bosco and El-Katieb propose a LEFM model, according to which reinforcement reactions are applied directly on the crack surfaces and a compatibility condition is locally imposed on the crack opening displacement in correspondence with the reinforcement. The theoretical model is found to provide a satisfactory estimate of the minimum percentage of reinforcement that depends on the scale and enables the element in flexure to prevent brittle failure TECHNOLOGY & ENGINEERING / Structural bisacsh Concrete beams / Testing fast Flexure fast Vigas larpcal Estruturas de concreto larpcal Concrete beams Testing Flexure Flexure Congresses Concrete beams Testing Congresses (DE-588)1071861417 Konferenzschrift gnd-content Carpinteri, Alberto 1952- Sonstige oth http://www.sciencedirect.com/science/book/9780080430225 Verlag URL des Erstveröffentlichers Volltext |
| spellingShingle | Minimum reinforcement in concrete members TECHNOLOGY & ENGINEERING / Structural bisacsh Concrete beams / Testing fast Flexure fast Vigas larpcal Estruturas de concreto larpcal Concrete beams Testing Flexure Flexure Congresses Concrete beams Testing Congresses |
| subject_GND | (DE-588)1071861417 |
| title | Minimum reinforcement in concrete members |
| title_auth | Minimum reinforcement in concrete members |
| title_exact_search | Minimum reinforcement in concrete members |
| title_full | Minimum reinforcement in concrete members editor, Alberto Carpinteri |
| title_fullStr | Minimum reinforcement in concrete members editor, Alberto Carpinteri |
| title_full_unstemmed | Minimum reinforcement in concrete members editor, Alberto Carpinteri |
| title_short | Minimum reinforcement in concrete members |
| title_sort | minimum reinforcement in concrete members |
| topic | TECHNOLOGY & ENGINEERING / Structural bisacsh Concrete beams / Testing fast Flexure fast Vigas larpcal Estruturas de concreto larpcal Concrete beams Testing Flexure Flexure Congresses Concrete beams Testing Congresses |
| topic_facet | TECHNOLOGY & ENGINEERING / Structural Concrete beams / Testing Flexure Vigas Estruturas de concreto Concrete beams Testing Flexure Congresses Concrete beams Testing Congresses Konferenzschrift |
| url | http://www.sciencedirect.com/science/book/9780080430225 |
| work_keys_str_mv | AT carpinterialberto minimumreinforcementinconcretemembers |