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Beam height, mm.
The material was functionally graded along the beam height.
The modulus of elasticity varies along the beam height according to exponential laws (41) and (42).
The crack location along the beam height was characterized by 2h 2/h ratio (Fig. 1).
Increasing the beam height significantly increases the flexural and arch action resistance of the beams.
Open image in new window Fig. 14 Limit value of beam height.
Cyclic load was applied at a beam height of 2150 mm.
The modulus of elasticity varies along the beam height according to quadratic laws (3) and (4).
At the same time, the increase of beam height can also benefit the vertical bending stiffness.
It was assumed that the material is functionally graded along the beam height symmetrically with respect to the centroid.
This is mainly because no matter what beam height is adopted during calculation, the temperature gradient remains unchanged.
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