ETAG 001

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NRk = NRk,0 min(minreq. 1 ; min ) 2 3 4 (6.20)req. NRk = characteristic resistance as given in the ETANRk,0 = characteristic resistance according to Equation (6.19)min = minimum ratio of all suitability tests 1,0req . 1 min = minimum ratio all suitability and admissible service condition tests 1,0req. = value according to Equation (6.13) (criteria for suitability tests)req. = required value of according to Table 5.1 or 5.21 = value according to Eq. (6.12) (criteria according 6.1.1.1 (a) and 6.1.2.1 (a);load/displacement behaviour)2 = value according to Eq. (6.15) (tests at maximum long term temperature) 1,03 = value according to Eq. (6.16) (tests at maximum short term temperature) 1,04 = value according to Eq. (6.22) (tests for checking durability of adhesive) 1,0 Rk = 0 1Rk min(min ; min ) 2 3 4req. req. (6.20.1) 0 Rk = characteristic bond resistance evaluated according to 6.1.2.2.1(a) third dashRk = characteristic bond resistance as given in the ETAThe characteristic bond resistance shall be rounded as follows:Rkstep Rk[N/mm²] [N/mm²] e.g.≤ 10 0,5 4 / 4.5 / 5 / 5.5 …> 10, ≤ 20 1,0 12 / 13 / 14 / 15…> 20 2,0 26 / 28 / 30 / 32 …6.1.2.2.2 Partial safety factor 2 and 3The partial safety factor 2 is evaluated from the results of the suitability tests according to line1 of Table 5.1 orTable 5.2 respectively according to Table 6.1:Table 6.1 Values of req. in the installation safety tests for bonded anchorspartial safety factor 2req. for tests according to Table 5.1 or 5.2, respectivelylines 1(a) and 1(d)lines 1(b) and 1(c)1,0 0,95 0,91,2 0,8 0,751,4 0,7 0,65For a coefficient of variation of the ultimate loads in the suitability tests, 20% v 30 % an additional safetyfactor 3 shall be given in the ETA.3 = 1 + (v(%) - 20) 0,03 (6.21a)For a coefficient of variation of the ultimate loads in the tension tests for admissible service conditions, 15% v 20 % an additional safety factor 3 shall be given in the ETA3 = 1 + (v(%) - 15) 0,03 (6.21b)The maximum value 3 from Equation (6.21a) and (6.21b) is decisive.ETAG 001-5- 28 -
6.1.2.2.8 Displacement behaviourIn general the displacements are evaluated according to Part 1, 6.1.2.2.8, only the displacements under shorttermand long-term loading (NO and VO) in non-cracked concrete are evaluated from the sustained load tests.6.1.3 Assessment of durabilityIn respect to corrosion, Part 1, 6.1.3 is valid for the metal parts of bonded anchors.When checking durability for conditions b) and c) (see 2.2.2), any exposure of the embedded parts at the remoteface of the concrete member shall be taken into account.In the slice tests according to 5.1.4 it shall be shown that the bond strength of the slices stored in an alkalineliquid and sulphurous atmosphere media is at least as high as that of the bond strength of the comparison testson slices stored under normal conditions. To show compliance with this requirement the factor 4 shall becalculated according to Equation (6.22).4 =min um(stored)um,dry(6.22)min um(stored)um,drycondition= minimum mean bond strength of the slices stored in different media= mean bond strength of the comparison tests on slices stored under normalThe factor 4 shall be 1,0 for the tests in alkaline fluid and 0,9 for the tests in sulphurous atmosphere. If thevalue 4 is less than the above required values then the characteristic resistance NRk,p shall be reducedaccording to 6.1.2.2.1(b).The bond strength in the slice tests shall be calculated according to Equation (6.23)u =Nu d hslNu = measured maximum loadd = diameter of the embedded parthsl = thickness of slice, measured values(6.23)6.3 Assessment related to ER36.3.1 Methods of assessing and judgingThe product and/or constituents of the product listed in the EOTA TR 034: "General Checklist forETAGs/CUAPs/ETAs -Content and/or release of dangerous substances in products/kits”, which have to beconsidered will be verified by the given methods taking into account the installation conditions of the constructionproduct and the release scenarios resulting from there. Regulations related to placing the product on the marketmay also need to be taken into account.The content of cadmium contained in zinc coatings shall be declared by the applicant.Note (to be implemented in the ETA):For dangerous substances falling under the scope of the CPD for which- no assessment and verification methods are given (or cannot be found in TR 034) or- “no performance determined” is declared or- the chosen verification and assessment method does not comply with the regulatory requirement of aparticular Member Statethere might be the necessity for an additional assessment.ETAG 001-5- 29 -
Page 4 and 5: - Torque-controlled bonded anchor:
Page 8: - submit a written declaration to t
Page 11 and 12: If the manufacturer applies for emb
Page 13 and 14: Table 5.2Suitability tests for bond
Page 15 and 16: Tests shall be carried out on incom
Page 17 and 18: To check the remaining load capacit
Page 19 and 20: Table 5.6Admissible service conditi
Page 21 and 22: Storage of the test specimen under
Page 23 and 24: a) load at loss of adhesion by a si
Page 25 and 26: Additional criteria valid for speci
Page 27: - From the values Ru according to E
Page 31 and 32: 7 ASSUMPTIONS UNDER WHICH THE ETA I
Page 33: 9.1.3 In addition, the different in

ETAG 001

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