Nordtest Method Mechanics 006
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STEELS FOR CONCRETE REINFORCEMENT:
SHEAR TESTING OF JOINTS IN
WELDED FABRICS
1. SCOPE
This NORDTEST method describes a procedure to determine the shear
strength of a cross-joint in welded steel fabrics for concrete
reinforcement.
2. FIELD OF APPLICATION
This method applies to all kinds of tack welded or automatic
resistance welded fabrics.
3. REFERENCE
NORDTEST NT MECH 001 - Testing machines: Calibration
4. SYMBOLS AND DEFINITIONS
None.
published by key words classification
NORDTEST reinforcing steel UDC 620.176:691.713
Tekniikantie 12 welded fabrics
FIN-02150 Espoo testing ISSN 0283-7196
Finland shear testing
www.nordtest.org
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5. METHOD OF TESTING
All parts of the test procedure shall be performed at ambient tem-
perature of 23 ± 5 °C.
The testing shall be carried out by qualified persons. If compute-
rized testing is used, the procedure shall be well documented.
5.1 Apparatus
Tensile testing machine which allows a uniform increase of force or
travel. The determination of force shall have an inaccuracy less
than ±1% (NT MECH 001).
Fixture *) according to Fig. 1. The width of the slot shall be 1 mm
larger than the diameter of the pulling bar of the test
piece.
NOTE *) Fixture which allows the supporting bar to rotate may be
used. In such case the test will-give a slightly lower
value for shear strength.
1. Pulling bar
2. Supporting bar
3. Clamping part
4. Locking device
5. Support of
pulling bar
6 Support against
bending
7 Sliding bearing
Fig. 1. Fixture for shear testing of welds.
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5.2 Test piece
A test piece of sufficient length is cut or sawn from the welded
fabric. Each test piece must contain at least one cross-joint (see
Fig. 1). When testing welded fabrics with small mesh sizes, the
length of the pulling bar may include several joints depending on
the gripping device of the testing machine.
5.3 Procedure
The test piece must be placed and centered so that the pulling bar
can move frictionless as shown in Fig. 1. The free end of the
pulling bar shall be supported in such a way that it will not bend
during the test. The force shall increase continuously until frac-
ture occurs. The rate of stress increase shall not exceed 30 N/mm2
s-1.
6. TEST RESULT
The maximum force in newton (N) as well as the location of the
fracture shall be recorded.
7. TEST REPORT
The test report shall include the following information if relevant:
a) Name and address of the testing laboratory
b) Identification number of the test report
c) Name and address of the organization or the person who ordered
the test
d) Purpose of the test
e) Method of sampling and other circumstances (date and person
responsible for the sampling)
f) Name and address of manufacturer or supplier of the tested object
g) Name or other identification marks of the tested object
h) Type, grade and dimensions of tested object
i) Date of sypply of the tested object
j) Date of the test
k) Test method
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1) Conditioning of the test specimens, environmental data during
the test (temperature, pressure, RH, etc)
m) Identification of the test equipment and instruments used
n) Any deviations from the test method
o) Test results (use SI units)
p) Inaccuracy or uncertainty of the test result
q) Conclusion
r) Data and signature
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