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The push tests on soldered components were performed with a Zwick Roell GmbH Z020 (Fig. 8).
This investigation considers the load–slip relationship and ultimate load behaviour for push tests with a three-dimensional non-linear finite element program ABAQUS.
Quasi-static and dynamic push tests were performed on the CSS-88500 Electronic Universal Testing Machine (EUTM) and a specially designed gas gun-based dynamic impact test rig.
A total of 240 push tests were analysed with different sheeting thicknesses, positions of the shear stud in the trough, concrete strengths and transverse spacings.
Eighteen push tests were conducted according to Eurocode 4. The push test specimens were tested under ambient temperatures and post-fire condition of 200 °C, 400 °C and 600 °C.
For the design of the shear connection in steel concrete composite bridges with precast decks, design considerations were discussed, and experimental works on the push tests and the bridge model test were performed.
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The push button test is sufficient for this.
We performed a push test for forty samples of soldered FS cubes of 1 mm side.
Degree of motor incoordination was evaluated using inclined beam-walking test and lateral push test.
Because of the restriction of sample conditions and of testing apparatus, push testing is usually used instead in the laboratory.
In this paper, a standard push test procedure for use with composite beams with precast hollowcore slabs is proposed.
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