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Anchorage in concrete construction [[electronic resource] /] / Rolf Eligehausen, Rainer Mallée, John F. Silva
| Anchorage in concrete construction [[electronic resource] /] / Rolf Eligehausen, Rainer Mallée, John F. Silva |
| Autore | Eligehausen Rolf |
| Pubbl/distr/stampa | Berlin, : Ernst & Sohn, c2006 |
| Descrizione fisica | 1 online resource (390 p.) |
| Disciplina | 624.1/834 |
| Altri autori (Persone) |
MalléeRainer
SilvaJohn F |
| Soggetto topico |
Anchorage (Structural engineering)
Concrete construction |
| ISBN |
3-433-60136-4
3-433-60135-6 3-433-60138-0 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Table of Contents; 1 Introduction; 1.1 A historical review; 1.2 Requirements for fastenings; 1.3 Nature and direction of actions; 2 Fastening systems; 2.1 General; 2.2 Cast-in-place systems; 2.2.1 Lifting inserts; 2.2.2 Anchor channels; 2.2.3 Headed studs; 2.2.4 Threaded sleeves; 2.3 Drilled-in systems; 2.3.1 Drilling techniques; 2.3.2 Installation configurations; 2.3.3 Drilled-in anchor types; 2.3.3.1 Mechanical expansion anchors; 2.3.3.2 Undercut anchors; 2.3.3.3 Bonded anchors; 2.3.3.4 Screw anchors; 2.3.3.5 Ceiling hangers; 2.3.3.6 Plastic anchors; 2.4 Direct installation; 3 Principles
3.1 General3.2 Behaviour of concrete in tension; 3.3 Failure mechanisms of fastenings; 3.3.1 Theoretical studies; 3.3.2 Experimental studies; 3.3.3 Conclusions drawn from theoretical and experimental studies; 3.4 Cracked concrete; 3.5 Why anchors may use the tensile strength of concrete; 3.6 Prestressing of anchors; 3.7 Loads on anchors; 3.7.1 Calculation according to elastic theory; 3.7.1.1 Tension load; 3.7.1.2 Shear loads; 3.7.2 Calculation according to non-linear methods; 3.7.3 Calculation of loads on anchors of anchor channels; 3.7.3.1 Tension load; 3.7.3.2 Shear loads 4 Behaviour of headed studs, undercut anchors and metal expansion anchors in non-cracked and cracked concrete4.1 Non-cracked concrete; 4.1.1 Tension load; 4.1.1.1 Load-displacement behaviour and modes of failure; 4.1.1.2 Failure load associated with steel rupture; 4.1.1.3 Failure load associated with concrete cone breakout; 4.1.1.4 Failure load for local concrete side blow-out failure; 4.1.1.5 Failure loads associated with pull-out and pull-through failures; 4.1.1.6 Failure load associated with splitting of the concrete; 4.1.2 Shear; 4.1.2.1 Load-displacement behaviour and modes of failure 4.1.2.2 Failure load associated with steel rupture4.1.2.3 Failure load associated with pry-out; 4.1.2.4 Concrete edge failure for a shear load perpendicular to the edge; 4.1.2.5 Concrete edge breakout load associated with shear loads oriented at an angle a< 90° to the edge; 4.1.3 Combined tension and shear (oblique loading); 4.1.3.1 Load-displacement behaviour and modes of failure; 4.1.3.2 Failure load; 4.1.4 Bending of the baseplate; 4.1.5 Sustained loads; 4.1.6 Fatigue loading; 4.2 Cracked concrete; 4.2.1 Tension; 4.2.1.1 Load-displacement behaviour and modes of failure 4.2.1.2 Failure load corresponding to steel failure4.2.1.3 Failure load associated with concrete cone breakout; 4.2.1.4 Failure load associated with local blow-out failure; 4.2.1.5 Failure load associated with pull-out/pull-through failure; 4.2.1.6 Failure load associated with splitting of the concrete; 4.2.2 Shear; 4.2.2.1 Load-displacement behaviour and modes of failure; 4.2.2.2 Failure load associated with steel failure; 4.2.2.3 Failure load associated with pry-out failure; 4.2.2.4 Failure load associated with concrete edge breakout; 4.2.3 Combined tension and shear 4.2.3.1 Load-displacement behaviour and modes of failure |
| Record Nr. | UNINA-9910139018903321 |
Eligehausen Rolf
|
||
| Berlin, : Ernst & Sohn, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Anchorage in concrete construction [[electronic resource] /] / Rolf Eligehausen, Rainer Mallée, John F. Silva
| Anchorage in concrete construction [[electronic resource] /] / Rolf Eligehausen, Rainer Mallée, John F. Silva |
| Autore | Eligehausen Rolf |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, : Ernst & Sohn, c2006 |
| Descrizione fisica | 1 online resource (390 p.) |
| Disciplina | 624.1/834 |
| Altri autori (Persone) |
MalléeRainer
SilvaJohn F |
| Soggetto topico |
Anchorage (Structural engineering)
Concrete construction |
| ISBN |
3-433-60136-4
3-433-60135-6 3-433-60138-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Table of Contents; 1 Introduction; 1.1 A historical review; 1.2 Requirements for fastenings; 1.3 Nature and direction of actions; 2 Fastening systems; 2.1 General; 2.2 Cast-in-place systems; 2.2.1 Lifting inserts; 2.2.2 Anchor channels; 2.2.3 Headed studs; 2.2.4 Threaded sleeves; 2.3 Drilled-in systems; 2.3.1 Drilling techniques; 2.3.2 Installation configurations; 2.3.3 Drilled-in anchor types; 2.3.3.1 Mechanical expansion anchors; 2.3.3.2 Undercut anchors; 2.3.3.3 Bonded anchors; 2.3.3.4 Screw anchors; 2.3.3.5 Ceiling hangers; 2.3.3.6 Plastic anchors; 2.4 Direct installation; 3 Principles
3.1 General3.2 Behaviour of concrete in tension; 3.3 Failure mechanisms of fastenings; 3.3.1 Theoretical studies; 3.3.2 Experimental studies; 3.3.3 Conclusions drawn from theoretical and experimental studies; 3.4 Cracked concrete; 3.5 Why anchors may use the tensile strength of concrete; 3.6 Prestressing of anchors; 3.7 Loads on anchors; 3.7.1 Calculation according to elastic theory; 3.7.1.1 Tension load; 3.7.1.2 Shear loads; 3.7.2 Calculation according to non-linear methods; 3.7.3 Calculation of loads on anchors of anchor channels; 3.7.3.1 Tension load; 3.7.3.2 Shear loads 4 Behaviour of headed studs, undercut anchors and metal expansion anchors in non-cracked and cracked concrete4.1 Non-cracked concrete; 4.1.1 Tension load; 4.1.1.1 Load-displacement behaviour and modes of failure; 4.1.1.2 Failure load associated with steel rupture; 4.1.1.3 Failure load associated with concrete cone breakout; 4.1.1.4 Failure load for local concrete side blow-out failure; 4.1.1.5 Failure loads associated with pull-out and pull-through failures; 4.1.1.6 Failure load associated with splitting of the concrete; 4.1.2 Shear; 4.1.2.1 Load-displacement behaviour and modes of failure 4.1.2.2 Failure load associated with steel rupture4.1.2.3 Failure load associated with pry-out; 4.1.2.4 Concrete edge failure for a shear load perpendicular to the edge; 4.1.2.5 Concrete edge breakout load associated with shear loads oriented at an angle a< 90° to the edge; 4.1.3 Combined tension and shear (oblique loading); 4.1.3.1 Load-displacement behaviour and modes of failure; 4.1.3.2 Failure load; 4.1.4 Bending of the baseplate; 4.1.5 Sustained loads; 4.1.6 Fatigue loading; 4.2 Cracked concrete; 4.2.1 Tension; 4.2.1.1 Load-displacement behaviour and modes of failure 4.2.1.2 Failure load corresponding to steel failure4.2.1.3 Failure load associated with concrete cone breakout; 4.2.1.4 Failure load associated with local blow-out failure; 4.2.1.5 Failure load associated with pull-out/pull-through failure; 4.2.1.6 Failure load associated with splitting of the concrete; 4.2.2 Shear; 4.2.2.1 Load-displacement behaviour and modes of failure; 4.2.2.2 Failure load associated with steel failure; 4.2.2.3 Failure load associated with pry-out failure; 4.2.2.4 Failure load associated with concrete edge breakout; 4.2.3 Combined tension and shear 4.2.3.1 Load-displacement behaviour and modes of failure |
| Record Nr. | UNISA-996205826503316 |
|
Eligehausen Rolf
|
||
| Berlin, : Ernst & Sohn, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Anchorage in concrete construction / / Rolf Eligehausen, Rainer Mallée, John F. Silva
| Anchorage in concrete construction / / Rolf Eligehausen, Rainer Mallée, John F. Silva |
| Autore | Eligehausen Rolf |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, : Ernst & Sohn, c2006 |
| Descrizione fisica | 1 online resource (390 p.) |
| Disciplina | 624.1/834 |
| Altri autori (Persone) |
MalléeRainer
SilvaJohn F |
| Soggetto topico |
Anchorage (Structural engineering)
Concrete construction |
| ISBN |
3-433-60136-4
3-433-60135-6 3-433-60138-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Table of Contents; 1 Introduction; 1.1 A historical review; 1.2 Requirements for fastenings; 1.3 Nature and direction of actions; 2 Fastening systems; 2.1 General; 2.2 Cast-in-place systems; 2.2.1 Lifting inserts; 2.2.2 Anchor channels; 2.2.3 Headed studs; 2.2.4 Threaded sleeves; 2.3 Drilled-in systems; 2.3.1 Drilling techniques; 2.3.2 Installation configurations; 2.3.3 Drilled-in anchor types; 2.3.3.1 Mechanical expansion anchors; 2.3.3.2 Undercut anchors; 2.3.3.3 Bonded anchors; 2.3.3.4 Screw anchors; 2.3.3.5 Ceiling hangers; 2.3.3.6 Plastic anchors; 2.4 Direct installation; 3 Principles
3.1 General3.2 Behaviour of concrete in tension; 3.3 Failure mechanisms of fastenings; 3.3.1 Theoretical studies; 3.3.2 Experimental studies; 3.3.3 Conclusions drawn from theoretical and experimental studies; 3.4 Cracked concrete; 3.5 Why anchors may use the tensile strength of concrete; 3.6 Prestressing of anchors; 3.7 Loads on anchors; 3.7.1 Calculation according to elastic theory; 3.7.1.1 Tension load; 3.7.1.2 Shear loads; 3.7.2 Calculation according to non-linear methods; 3.7.3 Calculation of loads on anchors of anchor channels; 3.7.3.1 Tension load; 3.7.3.2 Shear loads 4 Behaviour of headed studs, undercut anchors and metal expansion anchors in non-cracked and cracked concrete4.1 Non-cracked concrete; 4.1.1 Tension load; 4.1.1.1 Load-displacement behaviour and modes of failure; 4.1.1.2 Failure load associated with steel rupture; 4.1.1.3 Failure load associated with concrete cone breakout; 4.1.1.4 Failure load for local concrete side blow-out failure; 4.1.1.5 Failure loads associated with pull-out and pull-through failures; 4.1.1.6 Failure load associated with splitting of the concrete; 4.1.2 Shear; 4.1.2.1 Load-displacement behaviour and modes of failure 4.1.2.2 Failure load associated with steel rupture4.1.2.3 Failure load associated with pry-out; 4.1.2.4 Concrete edge failure for a shear load perpendicular to the edge; 4.1.2.5 Concrete edge breakout load associated with shear loads oriented at an angle a< 90° to the edge; 4.1.3 Combined tension and shear (oblique loading); 4.1.3.1 Load-displacement behaviour and modes of failure; 4.1.3.2 Failure load; 4.1.4 Bending of the baseplate; 4.1.5 Sustained loads; 4.1.6 Fatigue loading; 4.2 Cracked concrete; 4.2.1 Tension; 4.2.1.1 Load-displacement behaviour and modes of failure 4.2.1.2 Failure load corresponding to steel failure4.2.1.3 Failure load associated with concrete cone breakout; 4.2.1.4 Failure load associated with local blow-out failure; 4.2.1.5 Failure load associated with pull-out/pull-through failure; 4.2.1.6 Failure load associated with splitting of the concrete; 4.2.2 Shear; 4.2.2.1 Load-displacement behaviour and modes of failure; 4.2.2.2 Failure load associated with steel failure; 4.2.2.3 Failure load associated with pry-out failure; 4.2.2.4 Failure load associated with concrete edge breakout; 4.2.3 Combined tension and shear 4.2.3.1 Load-displacement behaviour and modes of failure |
| Record Nr. | UNINA-9910826058403321 |
|
Eligehausen Rolf
|
||
| Berlin, : Ernst & Sohn, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Bewehrte Betonbauteile unter Betriebsbedingungen: Forschungsbericht
| Bewehrte Betonbauteile unter Betriebsbedingungen: Forschungsbericht |
| Autore | Eligehausen Rolf |
| Pubbl/distr/stampa | [Place of publication not identified], : Wiley VCH Imprint, 2000 |
| ISBN | 3-527-60971-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Record Nr. | UNINA-9910144750503321 |
|
Eligehausen Rolf
|
||
| [Place of publication not identified], : Wiley VCH Imprint, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Bewehrte Betonbauteile unter Betriebsbedingungen: Forschungsbericht
| Bewehrte Betonbauteile unter Betriebsbedingungen: Forschungsbericht |
| Autore | Eligehausen Rolf |
| Pubbl/distr/stampa | [Place of publication not identified], : Wiley VCH Imprint, 2000 |
| Descrizione fisica | 1 online resource (xx, 373 pages) : illustrations |
| Disciplina | 624.18341 |
| Collana | Forschungsbericht (Deutsche Forschungsgemeinschaft) |
| Soggetto topico |
Reinforced cement
Reinforced concrete |
| ISBN | 3-527-60971-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Ri?breiten Verbundfragen Bauteile Korrosion und Ermudung Junger Beton. |
| Record Nr. | UNINA-9910830314203321 |
|
Eligehausen Rolf
|
||
| [Place of publication not identified], : Wiley VCH Imprint, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Bewehrte Betonbauteile unter Betriebsbedingungen: Forschungsbericht
| Bewehrte Betonbauteile unter Betriebsbedingungen: Forschungsbericht |
| Autore | Eligehausen Rolf |
| Pubbl/distr/stampa | [Place of publication not identified], : Wiley VCH Imprint, 2000 |
| Descrizione fisica | 1 online resource (xx, 373 pages) : illustrations |
| Disciplina | 624.18341 |
| Collana | Forschungsbericht (Deutsche Forschungsgemeinschaft) |
| Soggetto topico |
Reinforced cement
Reinforced concrete |
| ISBN | 3-527-60971-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Ri?breiten Verbundfragen Bauteile Korrosion und Ermudung Junger Beton. |
| Record Nr. | UNINA-9910840529503321 |
|
Eligehausen Rolf
|
||
| [Place of publication not identified], : Wiley VCH Imprint, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||