The flexural strength was calculated using the equation PL/bh 2, where P is the applied load, L is the clear span length, b is the beam width, and h is the beam height.
Rectangular cross-sectional specimens had a dimension (b w × h) of 150 × 290 mm, where, b w is the beam width and h is the overall height of the beam.
The flexural strengths of concrete beams under four-point flexure were calculated using the equation f = PL/bh 2, where P is the applied load, L is the clear span length, b is the beam width, and h is the beam height.
A total of 15 model tests were conducted to evaluate the effects of pile subsoil relative displacement, embankment height, cap beam width and clear spacing, and geosynthetics with different tensile strengths on stress concentration ratios and settlements in the embankments.
In airborne pulse radar, when the system parameters, such as the platform height, radar beam width, and pulse duration, are determined, some other parameters can be calculated according to the above analysis method.
Table 1 Radar parameters Wavelength 0.03 m Signal bandwidth 300 MHz Sampling rate 500 MHz Pulse width 10 μs Azimuth beam width 5° Height 2000 m Platform velocity 100 m/s Patch angle 30° PRF 1 kHz Scene center location (0,5154.7,0).
We simulate a thin strip with the same width and height as the beam network and a thickness of D=0.05H.
Crack arrest testing of micro-sized cantilever beams (≈8 × 4 × 6 μm, length, width and height, respectively) was conducted in order to evaluate the suitability of a new method to quantify local crack arrest properties.
The experimental results indicated a similarity in the overall failure mode in terms of the cracking pattern, crack width and height in SCC and NC beams.
The width and height of the bone bed was assessed via preoperative cone beam CT image analysis.
