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Changes in the Jordahl design methods ESA

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JORDAHL ® <strong>ESA</strong> Methode<br />

Eng<strong>in</strong>eer<strong>in</strong>g Solutions for Anchor Channels<br />

JORDAHL® Expert - New version of <strong>the</strong> JORDAHL <strong>design</strong> software for JTA-CE anchor channels<br />

<strong>Changes</strong> <strong>in</strong> <strong>the</strong> <strong>Jordahl</strong> <strong>design</strong> <strong>methods</strong> <strong>ESA</strong><br />

The current basis for <strong>the</strong> <strong>design</strong> of anchor channels <strong>in</strong> Europe is <strong>the</strong> CEN/TS 1992-4:2009 "Design<br />

of fasten<strong>in</strong>gs for use <strong>in</strong> concrete". At present, <strong>the</strong> series of standards are be<strong>in</strong>g converted <strong>in</strong>to an<br />

EN-Directive. The prerequisite for <strong>the</strong> application of this <strong>design</strong> procedure is correspond<strong>in</strong>g to<br />

European Technical Approval which is already available for <strong>the</strong> JORDAHL® JTA-CE anchor channels<br />

(ETA 09/0338).<br />

This group of standards is divided <strong>in</strong>to <strong>the</strong> follow<strong>in</strong>g parts:<br />

1. 1 General<br />

2. 2 Headed Fasteners<br />

3. 3 Anchor channels<br />

4. 4 Post-<strong>in</strong>stalled fasteners, mechanical systems<br />

5. 5 Post-<strong>in</strong>stalled fasteners, chemical systems<br />

Transfer of loads <strong>in</strong> <strong>the</strong> longitud<strong>in</strong>al direction of <strong>the</strong> channel:<br />

For <strong>the</strong> anchor channels which are loaded with shear loads parallel to <strong>the</strong> channel axis <strong>the</strong>re is<br />

currently no def<strong>in</strong>itive approach <strong>in</strong> CEN/TS 1992-4-3. However, shear loads which are not applied<br />

normal to <strong>the</strong> anchor channel can be anchored <strong>in</strong> concrete <strong>in</strong> accordance with <strong>the</strong> exist<strong>in</strong>g<br />

approaches for headed fasteners and post-<strong>in</strong>stalled fasteners (CEN/TS 1992-4, part 2 and 4).<br />

S<strong>in</strong>ce, <strong>in</strong> this case, <strong>the</strong> differences <strong>in</strong> stiffness’s between concrete and steel must be taken <strong>in</strong>to<br />

account, a redistribution of <strong>the</strong> loads to <strong>the</strong> far edge anchors cannot be assumed. Therefore, <strong>in</strong><br />

CEN/TS <strong>the</strong> worst case is illustrated and <strong>the</strong> load carried only by <strong>the</strong> anchor closest to <strong>the</strong> edge. The<br />

calculation approach taken by <strong>ESA</strong> for carry<strong>in</strong>g loads <strong>in</strong> <strong>the</strong> longitud<strong>in</strong>al direction of <strong>the</strong> channel<br />

follows this conservative model for <strong>the</strong> proof of <strong>the</strong> concrete edge as illustrated <strong>in</strong> Fig. 1.<br />

Figure 1: Anchor channel under parallel load<br />

Deutsche Kahneisen<br />

Gesellschaft mbH<br />

Nobelstraße 51, D-12057 Berl<strong>in</strong><br />

www.jordahl.de<br />

JORDAHL ® <strong>ESA</strong> Methode<br />

Eng<strong>in</strong>eer<strong>in</strong>g Solutions for Anchor Channels<br />

Seite 1<br />

13.09.2011


JORDAHL ® <strong>ESA</strong> Methode<br />

Eng<strong>in</strong>eer<strong>in</strong>g Solutions for Anchor Channels<br />

Anchor<strong>in</strong>g <strong>in</strong> lightweight concrete<br />

As <strong>the</strong> load carry<strong>in</strong>g capacity of <strong>the</strong> anchor channels depends essentially upon <strong>the</strong> behaviour of <strong>the</strong><br />

anchor<strong>in</strong>g base, and if <strong>the</strong> anchor<strong>in</strong>g is done <strong>in</strong>to light weight concrete <strong>the</strong> concrete resistances are<br />

adopted accord<strong>in</strong>g to EC 2. The concrete cone resistance is determ<strong>in</strong>ed by <strong>the</strong> E module and <strong>the</strong><br />

tensile strength of <strong>the</strong> concrete. The <strong>ESA</strong> method adjusts <strong>the</strong> resistances depend<strong>in</strong>g upon <strong>the</strong> bulk<br />

density and tak<strong>in</strong>g <strong>in</strong>to account <strong>the</strong> strength of <strong>the</strong> selected lightweight concrete.<br />

Comb<strong>in</strong>ed tension and shear loads<br />

In CEN/TS 1992-4-3 a simplified <strong>in</strong>teraction equation β N α + β V α ≤ 1.0 is specified toge<strong>the</strong>r with <strong>the</strong><br />

use of exponents α = 2.0 for steel failure and α = 1.5 for concrete failure.<br />

Accord<strong>in</strong>g to <strong>the</strong> <strong>design</strong> approach from <strong>ESA</strong>, <strong>the</strong>se comb<strong>in</strong>ations are ma<strong>in</strong>ta<strong>in</strong>ed separately <strong>in</strong><br />

accordance with <strong>the</strong> materials and <strong>the</strong> associated govern<strong>in</strong>g resistances. Therefore, due to <strong>the</strong><br />

different exponents, two <strong>in</strong>teraction functions are obta<strong>in</strong>ed which should be taken <strong>in</strong>to account<br />

dur<strong>in</strong>g <strong>the</strong> verification. This method has already been implemented <strong>in</strong> <strong>the</strong> <strong>in</strong>ternational valid Fibcode<br />

for fasten<strong>in</strong>gs. Us<strong>in</strong>g this more accurate <strong>ESA</strong> approach it is possible <strong>in</strong> many application cases<br />

to achieve higher load<strong>in</strong>gs.<br />

Deutsche Kahneisen<br />

Gesellschaft mbH<br />

Nobelstraße 51, D-12057 Berl<strong>in</strong><br />

www.jordahl.de<br />

JORDAHL ® <strong>ESA</strong> Methode<br />

Eng<strong>in</strong>eer<strong>in</strong>g Solutions for Anchor Channels<br />

Seite 2<br />

13.09.2011


JORDAHL ® <strong>ESA</strong> Methode<br />

Eng<strong>in</strong>eer<strong>in</strong>g Solutions for Anchor Channels<br />

Resistance aga<strong>in</strong>st concrete edge failure by <strong>ESA</strong><br />

In collaboration with <strong>the</strong> University of Dortmund and <strong>the</strong> DIBT <strong>the</strong> anchor channels JTA-CE were<br />

exam<strong>in</strong>ed aga<strong>in</strong>st shear forces <strong>in</strong> concrete. The result<strong>in</strong>g research f<strong>in</strong>d<strong>in</strong>gs allow a significant<br />

<strong>in</strong>crease <strong>in</strong> <strong>the</strong> shear capacity of JORDAHL JTA CE anchor channels both <strong>in</strong> cracked and un-cracked<br />

concrete. The new results of JORDAHL research from DIBT were <strong>in</strong>troduced <strong>in</strong> <strong>the</strong> European<br />

Organisation of Technical Approvals (EOTA), and now are <strong>the</strong> part of European Technical Approval<br />

(ETA).<br />

From <strong>the</strong> JORDAHL-EXPERT version 1.2.1.14 <strong>the</strong> <strong>design</strong> is based on <strong>ESA</strong> method accord<strong>in</strong>g to new<br />

European Technical Approval (ETA).<br />

Deutsche Kahneisen<br />

Gesellschaft mbH<br />

Nobelstraße 51, D-12057 Berl<strong>in</strong><br />

www.jordahl.de<br />

JORDAHL ® <strong>ESA</strong> Methode<br />

Eng<strong>in</strong>eer<strong>in</strong>g Solutions for Anchor Channels<br />

Seite 3<br />

13.09.2011

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