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06423nam a2200793 4500 |
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ocn842963531 |
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OCoLC |
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20170124070256.2 |
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m o d |
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cr cnu---unuuu |
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130514s2013 gw o 000 0 eng d |
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|a N$T
|b eng
|e pn
|c N$T
|d DG1
|d CUS
|d YDXCP
|d OHI
|d OCLCF
|d DEBSZ
|d MEAUC
|d OCLCQ
|d EBLCP
|d DG1
|d GrThAP
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|a 857939495
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|a 9783433602737
|q (electronic bk.)
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|a 3433602735
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|z 3433030448
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|a AU@
|b 000051629096
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|a CHBIS
|b 010441908
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|a (OCoLC)842963531
|z (OCoLC)857939495
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|a eng
|h ger
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|a TA681
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|a 624.1834
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|a MAIN
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|a Mallée, Rainer.
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|a Design of fastenings for use in concrete :
|b the CEN/TS 1992-4 provisions /
|c Rainer Mallee, Werner Fuchs, Rolf Eligehausen ; edited by Konrad Bergmeister, Frank Fingerloos, Johann-Dietrich Worner.
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| 264 |
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|a Weinheim :
|b Wiley-VCH ;
|c 2013.
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| 264 |
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2 |
|a Chichester :
|b John Wiley [distributor],
|c 2013.
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| 300 |
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|a 1 online resource (158 pages).
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| 336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a Beton-Kalender Series
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| 500 |
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|a "The original German text is published in Beton-Kalender 2012 (ISBN 978-3-433-02989-3) and titles: Bemessung von Verankerung in Beton nach CEN/TS 1992-4"--Title page verso.
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| 546 |
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|a Translated from the German.
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0 |
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|a Print version record.
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|a Design of Fastenings for Use in Concrete -- the CEN/TS 1992-4 Provisions; Contents; Editorial; 1 Introduction; 2 Fields of application; 3 Basis of design; 3.1 General; 3.2 Verifications; 3.3 Partial factors; 3.3.1 General; 3.3.2 Actions; 3.3.3 Resistance; 3.3.3.1 Ultimate limit state; 3.3.3.2 Serviceability limit state; 4 Derivation of forces acting on fasteners; 4.1 General; 4.2 Tension loads; 4.2.1 Tension loads on fastenings with post-installed fasteners and headed fasteners; 4.2.2 Tension loads on fastenings with anchor channels; 4.3 Shear loads.
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|a 4.3.1 Shear loads on fastenings with post-installed and headed fasteners4.3.2 Shear loads on fastenings with anchor channels; 4.4 Tension forces in a supplementary reinforcement; 5 Verification of ultimate limit state by elastic analysis for post-installed fasteners (mechanical systems); 5.1 General; 5.2 Tension load; 5.2.1 Required verifications; 5.2.2 Steel failure; 5.2.3 Pull-out/pull-through failure; 5.2.4 Conical concrete break-out failure; 5.2.4.1 Characteristic resistance of a single fastener; 5.2.4.2 Effect of spacing and edge distance.
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|a 5.2.4.3 Effect of heavy surface reinforcement (shell spalling)5.2.4.4 Effect of the eccentricity of the load; 5.2.4.5 Special cases: three or four edges with ci <ccr, n; 5.2.5 Splitting; 5.2.5.1 Splitting failure during installation of post-installed fasteners; 5.2.5.2 Splitting failure of loaded post-installed fasteners; 5.3 Shear load; 5.3.1 Required verifications; 5.3.2 Steel failure without lever arm; 5.3.3 Steel failure with lever arm; 5.3.4 Pry-out failure; 5.3.5 Concrete edge failure; 5.3.5.1 Characteristic resistance of a single fastener; 5.3.5.2 Effect of spacing.
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|a 5.3.5.3 Effect of edge distances parallel to the load direction5.3.5.4 Effect of member thickness; 5.3.5.5 Effect of the eccentricity of the load; 5.3.5.6 Effect of load direction; 5.3.5.7 Effect of the position of the fastening; 5.3.5.8 Special case: narrow thin member; 5.4 Combined tension and shear load; 5.4.1 Steel failure decisive for tension and shear load; 5.4.2 Other modes of failure decisive; 6 Verification of post-installed fasteners (chemical systems) for the ultimate limit state based on the theory of elasticity; 6.1 General; 6.2 Tension load; 6.2.1 Required verifications.
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|a 6.2.2 Steel failure6.2.3 Combined pull-out and concrete failure; 6.2.3.1 Characteristic resistance of a single fastener; 6.2.3.2 Edge distance and spacing; 6.2.3.3 Effect of closely spaced fasteners; 6.2.3.4 Effect of heavy reinforcement (shell spalling); 6.2.3.5 Effect of the eccentricity of the load; 6.2.3.6 Special case: three or four edges with ci <ccr, Np; 6.2.4 Concrete cone failure; 6.2.5 Splitting; 6.3 Shear load; 6.3.1 Required verifications; 6.3.2 Steel failure due to shear load without and with lever arm; 6.3.3 Concrete pry-out; 6.3.4 Concrete edge failure.
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|a The European standard draft CEN/TS 1992-4 for the design of fastenings by means of headed studs, anchor channels, mechanical and chemical anchors is ready for use. This book elivers a detailed description of the determination of tension and shear load actions. Furthermore plastic load capacity design and a plastic design approach are given. Durability, fire resistance and earthquake action are exposed to a particular treatment. Selected chapters of the German concrete yearbook ""Beton-Kalender"" are now available in English. The new English BetonKalender Series delivers internationally.
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| 650 |
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0 |
|a Concrete construction.
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| 650 |
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0 |
|a Anchorage (Structural engineering)
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| 650 |
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0 |
|a Fasteners
|x Design.
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| 650 |
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4 |
|a Infrastructure (Economics)
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| 650 |
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4 |
|a Reliability (Engineering)
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| 650 |
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4 |
|a Structural health monitoring.
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| 650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Structural.
|2 bisacsh
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| 650 |
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7 |
|a Anchorage (Structural engineering)
|2 fast
|0 (OCoLC)fst00808481
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| 650 |
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7 |
|a Concrete construction.
|2 fast
|0 (OCoLC)fst00874261
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| 650 |
|
7 |
|a Fasteners
|x Design.
|2 fast
|0 (OCoLC)fst00921704
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| 655 |
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4 |
|a Electronic books.
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| 700 |
1 |
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|a Fuchs, Werner
|c (Engineer)
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| 700 |
1 |
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|a Eligehausen, Rolf.
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| 700 |
1 |
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|a Bergmeister, Konrad.
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| 700 |
1 |
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|a Fingerloos, Frank.
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| 700 |
1 |
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|a Wörner, Johann Dietrich.
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| 776 |
0 |
8 |
|i Print version:
|a Mallee, Rainer.
|t Design of fastenings for use in concrete.
|d Weinheim : Wiley-VCH ; Chichester : John Wiley [distributor], 2013
|z 9783433030448
|w (OCoLC)817267972
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| 830 |
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0 |
|a Beton-Kalender series.
|
| 856 |
4 |
0 |
|u https://doi.org/10.1002/9783433602737
|z Full Text via HEAL-Link
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| 994 |
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|a 92
|b DG1
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