ETAG 001

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A comparison of the characteristic values in Equation (6.13) is not required, if the conditions in Part 1, 6.1.1.1(d)are fulfilled or if the coefficient of variation of the ultimate bond strength values are 15% in both test series.The results of the sustained load tests at maximum long term temperature according to 5.1.2.5(b) shall becompared with the results of the corresponding test at maximum long term temperature according to 5.1.3.1a).6.1.1.2 Additional criteria valid for specific tests(e) Sustained load testsThe displacements measured in the tests have to be extrapolated according to Equation (6.14) (Findleyapproach) to 50 years ( tests at normal ambient temperature), or 10 years (tests at maximum long termtemperature), respectively. The trend line according to Equation (6.14) may be constructed with data from notless than the last 20 days (minimum of 20 data points) of the sustained load test. The extrapolateddisplacements shall be less than the mean value of the displacements su,adh in the corresponding reference testsat normal ambient temperature or maximum long term temperature respectively. su,adh is the displacement atNu,adh (loss of adhesion).s(t) = so + a t b (6.14)so = initial displacement under the sustained load at t = 0 (measured directly afterapplying the sustained load)a, b = constants (tuning factors), evaluated by a regression analysis of the deformationsmeasured during the sustained load tests(f) Freeze/thaw testsThe rate of displacement increase shall reduce with increasing number of freeze/thaw cycles to a value almostequal to zero.(g) Effect of installation directionsWhen installed in accordance with the manufacturer’s installation instructions for the direction concerned, thegap between the anchor and the wall of the hole shall be completely filled with mortar and there shall be no lossof bonding material from the hole following anchor setting after cleaning the surface. The embedded part shallnot move significantly during curing time.For tests with overhead installation the conditions in 6.1.1.1a) to 6.1.1.1c) and 6.1.1.1d) with = 0,9 shall befulfilled.6.1.2 Admissible service conditions6.1.2.1 CriteriaCriteria valid for all tension tests(a) Instead of the requirements on the load/displacement curves in Part 1, 6.1.2.1(a) with respect to uncontrolledslip the factor 1 shall be calculated according to Equation (6.12). The minimum value of 1 of all tests isdecisive.If the value 1 is less than 1,0 then the characteristic resistance NRk,p shall be reduced according to 6.1.2.2.1(b).(b) The criteria on the load/displacement behaviour of Part 1, 6.1.2.1(b) apply.(c) In each test series, the coefficient of variation of the ultimate loads shall be smaller than v = 20 %.ETAG 001-5- 24 -
Additional criteria valid for specific tests(d) Tests at maximum long term temperatureFrom the failure loads measured in the tests at maximum long term temperature the factor 2 shall be calculatedaccording to Equation (6.15).N ; Nmltmltu,mu,5%2 = min N Nmltu,mru,m;NNmltu,5%ru,5%(6.15)= mean (5% fractile of) failure loads of the tests at maximum long term temperature; = mean (5% fractile of) failure loads of corresponding reference tests performed at normalambient temperature.A comparison of the 5% fractile of failure loads in Equation (6.15) is not required, if the conditions in Part 1,6.1.1.1(d) are fulfilled or if the coefficient of variation of failure loads is 15% in both test series.If the value 2 is less than 1,0 then the characteristic resistance NRk,p shall be reduced according to 6.1.2.2.1(b).(e) Tests at maximum short term temperatureFrom the failure loads measured in the tests at maximum short term temperature the factor 3calculated according to Equation (6.16)shall be3 = min N 0,8 Nmst mstN u,m ; u,5% mltN ; mltu,mmstu,mmltu,m;N0,8 Nmstu,5%mltu,5%(6.16)N = mean (5% fractile of) failure loads of the tests at maximum short term temperatureN = mean (5% fractile of) failure loads of the tests at maximum long term temperature. Foru,5%temperature range a) according to 4.1.1.2 the results of tests at normal ambienttemperature may be taken.A comparison of the 5% fractile of failure loads in Equation (6.16) is not required, if the conditions in Part 1,6.1.1.1(d) are fulfilled or if the coefficient of variation of failure loads is 15% in both test series.If the value 3 is less than 1,0 then the characteristic resistance NRk,p shall be reduced according to 6.1.2.2.1(b).(f) Tests at minimum installation temperatureThe mean failure loads and the 5% fractile of failure loads measured in tests at the minimum installationtemperature and corresponding minimum curing time shall be at least equal to the corresponding valuesmeasured in tests at normal ambient temperature and corresponding minimum curing time. These requirementsapply also for the tests at other installation temperatures and corresponding minimum curing times.A comparison of the 5% fractile of failure loads is not required, if the conditions in Part 1, 6.1.1.1(d) are fulfilledor if the coefficient of variation of failure loads is 15% in both test series.If the condition is not fulfilled, then the minimum curing time at the minimum installation temperature shall beincreased and the tests at minimum installation temperature shall be repeated until the condition is fulfilled. Thisapplies also for the tests at other installation temperatures and corresponding minimum curing times.(g) Tests at normal ambient temperature and corresponding minimum curing timeThe mean failure loads and the 5% fractile of failure loads measured in tests at the normal ambient temperatureand corresponding minimum curing time shall be at least 0,9 times the values measured in reference tests with a"long curing time" in the tests for admissible service conditions. The "long curing time" is the maximum curingtime normally used in admissible service conditions tests (24 hours for resins, 14 days for cementious mortars).A comparison of the 5% fractile of failure loads is not required, if the conditions in Part 1, 6.1.1.1(d) are fulfilledor if the coefficient of variation of failure loads is 15% in both test series.ETAG 001-5- 25 -
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: a) load at loss of adhesion by a si
Page 27 and 28: - From the values Ru according to E
Page 29 and 30: 6.1.2.2.8 Displacement behaviourIn
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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