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Hilti HIT-RE 500 V4 Mode D'emploi page 57

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European technical assessment E T A - 2 0 / 0 5 4 1
English translation prepared by CSTB
Table C28: Essential characteristics for reinforcing bars (rebars) under tension
load for seismic category C1 in concrete
Reinforcing bar (rebar)
For a working life of 50 and 100 years
Steel failure
Characteristic resistance
Characteristic resistance Rebar
B500B acc. to DIN 488:2009-08
Combined pullout and concrete cone failure for a working life of 50 years
Characteristic resistance in cracked concrete C20/25
in hammer drilled holes and hammer drilled holes with Hilti hollow drill bit TE-CD or TE-YD
and diamond cored holes with roughening with Hilti Roughening tool TE-YRT
Temperature range I:
Temperature range II:
Temperature range III:
Combined pullout and concrete cone failure for a working life of 100 years
Characteristic resistance in cracked concrete C20/25
in hammer drilled holes and hammer drilled holes with Hilti hollow drill bit TE-CD or TE-YD
and diamond cored holes with roughening with Hilti Roughening tool TE-YRT
Temperature range I:
Temperature range II:
Temperature range III:
Influence factors  on bond resistance 
Influence of concrete strength
Temperature range I to III:
1)
f
according to rebar specification.
uk
2)
Values need to be calculated acc. EAD 330499-01, Eq. 2.1, if rebars do not fulfil the requirements acc. DIN 488.
Injection system Hilti HIT-RE 500 V4
Performance
Essential characteristics under tension load for seismic performance category C1
in concrete
N
Rk,s,C1
N
Rk,s,C1
2)
40°C / 24°C
[N/mm
Rk,C1
55°C / 43°C
[N/mm
Rk,C1
75°C / 55°C
[N/mm
Rk,C1
40°C / 24°C
[N/mm²] 8,2
Rk,100,C1
55°C / 43°C
[N/mm²] 7,3
Rk,100,C1
75°C / 55°C
[N/mm²] 3,6
Rk,100,C1
and 
Rk,C1
c
10 12 14 16 18 20 24 25 28 30 32
[kN]
[kN] 43
62
85
111 140 173 249 270 339 389 442
2
]
9,1 11,0 11,0 11,4 11,5 11,6 10,8 10,9 11,0 11,0 11,0
2
] 7,7
9,2
9,2
9,5
2
] 3,6
3,7
3,7
3,8
9,2
9,2
9,0
8,3
8,3
8,1
3,7
3,7
3,8
Rk,100,C1
[-]
Page 56 sur 61 | 0 4 / 0 9 / 2 0 2 1
∙ f
1)
A
s
uk
9,6
9,7
9,3
9,4
9,5
3,8
3,4
3,4
3,5
3,5
9,1
9,2
8,8
8,9
9,0
8,2
8,2
7,8
7,9
8,0
3,8
3,4
3,4
3,5
3,5
1,0
Annex C33
9,5
9,0
3,5
3,5
9,0
9,0
8,0
8,0
3,5
3,5

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