000 06090cam a2200769Ii 4500
001 ocn883252309
003 OCoLC
005 20171026135124.0
006 m o d
007 cr cnu---unuuu
008 140709s2014 gw ob 001 0 eng d
020 _a9783433604014
_q(electronic bk.)
020 _a3433604010
_q(electronic bk.)
020 _a9783433604038
_q(electronic bk.)
020 _a3433604037
_q(electronic bk.)
020 _a9783433604052
_q(ePub)
020 _a3433604053
_q(ePub)
020 _a9783433604021
_q(mobi)
020 _a3433604029
_q(mobi)
020 _z9783433030868
020 _z3433030863
029 1 _aDEBBG
_bBV042011832
029 1 _aDEBSZ
_b431717656
029 1 _aNZ1
_b15753505
029 1 _aNZ1
_b15907016
029 1 _aDEBBG
_bBV043610599
029 1 _aDEBBG
_bBV043396960
035 _a(OCoLC)883252309
_z(OCoLC)883570270
_z(OCoLC)891384172
040 _aN$T
_beng
_erda
_epn
_cN$T
_dCUS
_dDG1
_dYDXCP
_dOCLCF
_dCOO
_dE7B
_dEBLCP
_dDEBSZ
_dOCLCQ
_dDEBBG
049 _aMAIN
050 4 _aTA633
072 7 _aTEC
_x009020
_2bisacsh
082 0 4 _a624.1
_223
100 1 _aZilch, Konrad,
_d1944-
_eauthor.
245 1 0 _aStrengthening of concrete structures with adhesive bonded reinforcement : design and dimensioning of CFRP laminates and steel plates /
_cKonrad Zilch, Roland Niedermeier, Wolfgang Finckh.
_h[electronic resource]
250 _aFirst edition.
264 1 _aBerlin :
_bErnst & Sohn,
_c[2014]
300 _a1 online resource (x, 148 pages)
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
500 _aEdition statement from running title area.
504 _aIncludes bibliographical references (pages 131-143) and index.
505 0 _aStrengthening 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.
505 8 _a2.6.2 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.
505 8 _a3.3.4.1 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.
505 8 _a3.7.2 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.
505 8 _a4.5.4 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.
520 _aSelected 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.
588 0 _aOnline resource; title from PDF title page (Wiley, viewed July 21, 2014).
650 0 _aStructural engineering.
650 0 _aConcrete.
650 4 _aFiber reinforced plastics.
650 4 _aLaminated plastics.
650 4 _aMaterials.
650 4 _aPolymers.
650 7 _aTECHNOLOGY & ENGINEERING
_xCivil
_xGeneral.
_2bisacsh
650 7 _aConcrete.
_2fast
_0(OCoLC)fst00874126
650 7 _aStructural engineering.
_2fast
_0(OCoLC)fst01135658
655 4 _aElectronic books.
655 0 _aElectronic books.
700 1 _aNiedermeier, Roland,
_eauthor.
700 1 _aFinckh, Wolfgang,
_eauthor.
776 0 8 _iPrint version:
_aZilch, Konrad.
_tStrengthening of Concrete Structures with Adhesive Bonded Reinforcement.
_b1., Auflage, neue Ausg.
_dBerlin Ernst, Wilhelm & Sohn 2014
_z9783433030868
_w(OCoLC)867164740
856 4 0 _uhttp://onlinelibrary.wiley.com/book/10.1002/9783433604014
_zWiley Online Library
942 _2ddc
_cBK
999 _c207565
_d207565