LEADER 05445nam 2200673 a 450 001 996205826503316 005 20240516184020.0 010 $a3-433-60136-4 010 $a3-433-60135-6 010 $a3-433-60138-0 035 $a(CKB)2550000001111809 035 $a(EBL)947230 035 $a(OCoLC)862102736 035 $a(SSID)ssj0000667288 035 $a(PQKBManifestationID)11457010 035 $a(PQKBTitleCode)TC0000667288 035 $a(PQKBWorkID)10684079 035 $a(PQKB)10496400 035 $a(MiAaPQ)EBC947230 035 $a(Au-PeEL)EBL947230 035 $a(CaPaEBR)ebr10748730 035 $a(CaONFJC)MIL511701 035 $a(EXLCZ)992550000001111809 100 $a20060613d2006 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aAnchorage in concrete construction$b[electronic resource] /$fRolf Eligehausen, Rainer Malle?e, John F. Silva 205 $a1st ed. 210 $aBerlin $cErnst & Sohn$dc2006 215 $a1 online resource (390 p.) 300 $aCover title. 311 $a3-433-01143-5 311 $a1-299-80450-0 320 $aIncludes bibliographical references (p. [343]-370) and index. 327 $aTable 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 327 $a3.1 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 327 $a4 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 327 $a4.1.2.2 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 327 $a4.2.1.2 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 327 $a4.2.3.1 Load-displacement behaviour and modes of failure 330 $aA comprehensive treatment of current fastening technology using inserts (anchor channels, headed stud), anchors (metal expansion anchor, undercut anchor, bonded anchor, concrete screw and plastic anchor) as well as power actuated fasteners in concrete. It describes in detail the fastening elements as well as their effects and load-bearing capacities in cracked and non-cracked concrete. It further focuses on corrosion behaviour, fire resistance and characteristics with earthquakes and shocks. It finishes off with the design of fastenings according to the European Technical Approval Guideline (E 606 $aAnchorage (Structural engineering) 606 $aConcrete construction 615 0$aAnchorage (Structural engineering) 615 0$aConcrete construction. 676 $a624.1/834 700 $aEligehausen$b Rolf$0519309 701 $aMalle?e$b Rainer$0519310 701 $aSilva$b John F$0904917 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a996205826503316 996 $aAnchorage in concrete construction$92023619 997 $aUNISA