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Nine box steel beams with notches (opening) in the beam web were selected from 27 notched beams using Taguchi-based design technique were analyzed.
Fracture behaviour was investigated by testing notched beams.
Likewise, a total of 5 notched beams were tested under the CMOD control procedures.
Likewise, a total of 5 notched beams and 7 cylinders were tested under CMOD control.
Figure 6 shows load CMOD graphs for the tested notched beams under the stroke control procedure.
A total of 12 notched beams and 13 concrete cylinders were tested at two different times.
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Test results from a Type I & II size effect experimental study on notched and un-notched beams are presented in this paper.
Three-point bend tests were performed on centre-notched beams to determine the tension softening curve (TSC), Mode-I fracture toughness KIC and the fracture energy GF.
This paper aimed to study the fracture behavior of nuclear graphite NBG-18 through three-point bend tests with single-edge-notched beams.
We show that our theory, when suitably implemented and calibrated, is able to quantitatively predict the experimentally-observed ductile failure response of blunt-notched beams, as well as the competition between the brittle and ductile mechanisms in more sharply-notched beams of polycarbonate in bending.
The tension softening curves (TSCs) of plain concrete with compressive strengths varying between 40 and 90 MPa were estimated by performing three-point bending tests on pre-notched beams.
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