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Experimental evidence relating to deviations of the principal shear and moment direction from the in-plane reinforcement direction is confirmed.
Experimental evidence relating to size effects as well as deviations of the principal shear and moment direction from the in-plane reinforcement direction is confirmed.
The effect of inclined reinforcing bars with respect to the principal moment direction on the fatigue strength of structural concrete slabs is described.
Interestingly, from the triplet to the singlet state, the chemical valence of calcium atom changes from +1 to 0, and the dipole moment direction (μ0) of the molecule reverses for each M-H3C4N2⋯Ca.
The influence of a deviation of the principal shear and moment direction from the direction of the in-plane reinforcement on the flexural strength is presented and compared with the normal moment yield criterion.
The influences of a deviation of the principal shear and moment direction from the direction of the in-plane reinforcement as well as of the slab thickness on the shear strength of slabs without transverse reinforcement are presented.
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Yield lines are generated at the principal moment directions when the plastic moment capacity is attained.
The rotational response of three WFJ types, in two bending moment directions each, was characterized.
The results show that, due to the unsymmetrical section geometry of L-shaped walls, the contour of biaxial moment strengths is highly unsymmetrical in shape and significantly affected by the moment directions and axial loads.
We also find that the enhancement of RET rate in the single nanorod structure decreases when the donor and acceptor have nonparallel dipole moment directions.
We also found that the enhancement of RET rate in the single nanorod structure decreases for donor-acceptor pairs with nonparallel dipole moment directions.
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