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06064nam a2200769 4500 |
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ocn883252309 |
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OCoLC |
| 005 |
20170124072005.8 |
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m o d |
| 007 |
cr cnu---unuuu |
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140709s2014 gw ob 001 0 eng d |
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|a N$T
|b eng
|e rda
|e pn
|c N$T
|d CUS
|d DG1
|d YDXCP
|d OCLCF
|d COO
|d E7B
|d EBLCP
|d DEBSZ
|d OCLCQ
|d DEBBG
|d GrThAP
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|a 883570270
|a 891384172
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|a 9783433604014
|q (electronic bk.)
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|a 9783433604038
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|a 9783433604052
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|a 3433604053
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|a 9783433604021
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|a 3433604029
|q (mobi)
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|z 9783433030868
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|z 3433030863
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|a DEBBG
|b BV042011832
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|a DEBSZ
|b 431717656
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|b BV043610599
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|a DEBBG
|b BV043396960
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|a (OCoLC)883252309
|z (OCoLC)883570270
|z (OCoLC)891384172
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|a TA633
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|a TEC
|x 009020
|2 bisacsh
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|a 624.1
|2 23
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|a MAIN
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1 |
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|a Zilch, Konrad,
|d 1944-
|e author.
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|a Strengthening of concrete structures with adhesive bonded reinforcement :
|b design and dimensioning of CFRP laminates and steel plates /
|c Konrad Zilch, Roland Niedermeier, Wolfgang Finckh.
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| 250 |
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|a First edition.
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| 264 |
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1 |
|a Berlin :
|b Ernst & Sohn,
|c [2014]
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| 300 |
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|a 1 online resource (x, 148 pages)
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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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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| 500 |
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|a Edition statement from running title area.
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|a Includes bibliographical references (pages 131-143) and index.
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0 |
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|a Online resource; title from PDF title page (Wiley, viewed July 21, 2014).
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|a Strengthening of Concrete Structures with Adhesively Bonded Reinforcement: Design and Dimensioning of CFRP Laminates and Steel Plates; Contents; Editorial; 1 Introduction; 1.1 The reason behind this book; 1.2 Strengthening with adhesively bonded reinforcement; 2 DAfStb guideline; 2.1 The reasons for drawing up a guideline; 2.2 Preparatory work; 2.3 Work on the guideline; 2.4 The structure and content of the guideline; 2.4.1 General; 2.4.2 Design and detailing; 2.4.3 Products and systems; 2.4.4 Execution; 2.4.5 Planning; 2.5 Safety concept; 2.6 Applications; 2.6.1 Member to be strengthened.
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|a 2.6.2 Strengthening systems2.6.3 Ambient conditions; 2.6.4 Fire protection; 2.7 Relationship with other regulations; 2.8 Documents and assistance for practical applications; 3 Design of strengthening measures with externally bonded CFRP strips; 3.1 Principles; 3.2 Verification of flexural strength; 3.3 Bond analysis; 3.3.1 Principles; 3.3.2 Simplified method; 3.3.3 More accurate method; 3.3.3.1 General; 3.3.3.2 Determining the crack spacing; 3.3.3.3 Accurate analysis of concrete element between cracks; 3.3.3.4 Simplified analysis of element between cracks; 3.3.4 End anchorage analysis.
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|a 3.3.4.1 General3.3.4.2 End anchorage analysis at flexural crack nearest to point of contraflexure; 3.3.4.3 Anchorage analysis at an arbitrary concrete element between cracks; 3.3.4.4 End anchorage analysis with shear wrapping; 3.4 Shear force analyses; 3.4.1 Shear strength; 3.4.2 Shear strengthening; 3.4.2.1 Full wrapping in steel; 3.4.2.2 Full wrapping in fibre-reinforced material; 3.4.2.3 U-wrapping; 3.4.3 End strap to prevent concrete cover separation failure; 3.5 Fatigue analysis; 3.6 Analyses for the serviceability limit state; 3.7 Detailing; 3.7.1 Strip spacing.
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|a 3.7.2 Provision of shear straps3.7.3 Steel shear straps; 4 Example 1: Strengthening a slab with externally bonded CFRP strips; 4.1 System; 4.1.1 General; 4.1.2 Loading; 4.1.3 Construction materials; 4.1.3.1 Near-surface tensile strength; 4.1.3.2 Concrete compressive strength; 4.1.3.3 Type and quantity of existing reinforcement; 4.1.3.4 Position of existing reinforcement; 4.1.3.5 Strengthening system; 4.2 Internal forces; 4.3 Determining the prestrain; 4.4 Simplified analysis; 4.5 Accurate analysis; 4.5.1 General; 4.5.2 Verification of flexural strength; 4.5.3 Determining the crack spacing.
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|a 4.5.4 Accurate analysis of concrete element between cracks4.5.4.1 Determining the strip forces; 4.5.4.2 Determining the bond strength; 4.5.5 End anchorage analysis; 4.6 Analysis of shear capacity; 4.7 Serviceability limit state; 5 Design of strengthening with near-surface-mounted CFRP strips; 5.1 Principles; 5.2 Verification of flexural strength; 5.3 Bond analysis; 5.4 Shear Force Analyses; 5.5 Fatigue analysis; 5.6 Analyses for the serviceability limit state; 5.7 Detailing; 6 Example 2: Strengthening a beam with near-surface-mounted CFRP strips; 6.1 System; 6.1.1 General; 6.1.2 Loading.
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|a Selected chapters from the German concrete yearbook are now being published in the new English ""Beton-Kalender Series"" for the benefit of an international audience. Since it was founded in 1906, the Ernst & Sohn ""Beton-Kalender"" has been supporting developments in reinforced and prestressed concrete.
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| 650 |
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|a Structural engineering.
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| 650 |
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|a Concrete.
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| 650 |
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4 |
|a Fiber reinforced plastics.
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| 650 |
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4 |
|a Laminated plastics.
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| 650 |
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4 |
|a Materials.
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| 650 |
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|a Polymers.
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| 650 |
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7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
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| 650 |
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7 |
|a Concrete.
|2 fast
|0 (OCoLC)fst00874126
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| 650 |
|
7 |
|a Structural engineering.
|2 fast
|0 (OCoLC)fst01135658
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| 655 |
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4 |
|a Electronic books.
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| 655 |
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0 |
|a Electronic books.
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| 700 |
1 |
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|a Niedermeier, Roland,
|e author.
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| 700 |
1 |
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|a Finckh, Wolfgang,
|e author.
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| 776 |
0 |
8 |
|i Print version:
|a Zilch, Konrad.
|t Strengthening of Concrete Structures with Adhesive Bonded Reinforcement.
|b 1., Auflage, neue Ausg.
|d Berlin Ernst, Wilhelm & Sohn 2014
|z 9783433030868
|w (OCoLC)867164740
|
| 856 |
4 |
0 |
|u https://doi.org/10.1002/9783433604014
|z Full Text via HEAL-Link
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| 994 |
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|a 92
|b DG1
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