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Moreover, grips designed especially for pure bending tests are presented.
In this paper – Part I – the background and the results of bending tests are presented, and the experiments on the compression elements are detailed in Part II [1].
Three-point bending tests are presented on laminated glass specimens, made with an internal float glass and two external equal tempered glass panels.
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To reach this objective, an experimental campaign based on reinforced concrete beams subjected to reverse three-point bending tests is presented.
An alternative analysis utilizing deflection, strain and curvature data from simply supported single-span three- and four-point bending tests is presented for determining the flexural modulus of a beam.
With the predicted cohesive strengths the FEM simulations on Mixed-Mode bending (MMB) and seven-point bending test are presented, and the results are in fair agreement with experimental observation.
An experimental investigation based on unnotched four point bending tests is here presented.
In this paper – Part II – the background and the results of compression tests are presented, and the bending experiments are detailed in Part I [1].
Four punching shear tests are presented of slabs with one-way & two-way bending to validate the theoretical models presented.
Compression and bending tests were performed to determine the maximum compression and bending force that the CMNs can withstand, and it was found that these forces were approximately two orders of magnitude higher than the resistive forces presented by skin.
Four-point bending tests were conducted.
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