@article{oai:kanazawa-u.repo.nii.ac.jp:00011759,
 author = {Yoshida, Hiroshi and Nakamura, Akie and Kinai, Bin and 吉田, 博 and 中村, 昭英 and 喜内, 敏},
 issue = {2},
 journal = {金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University},
 month = {Sep},
 note = {The effect of the shear force on the full plastic moment is experimentally investigated. The validity of the formula generally used on the full plastic moment considering the reduction due to shear force will be discussed. The formula is based on the beam theory that the longitudinal dimension of a beam is sufficiently large comparing with the cross sectional dimensions. However, the beams, of which the effect of shear force must be considered may be with short spans. The uniform and the tapered cantilever beams with a rectangular cross section are tested for various span lengths and the results are compared with the elastic-plastic finite element method and the beam theory. 
   The obtained results are as follows; 
(1)	The plastic hinge forms at a point close to the fixed support for the cantilever with a uniform cross section. The bending moment at the fixed support is beyond the full plastic moment.
(2)	The plastic hinge of the cantilevers with a tapered cross section forms at the midspan as it is predicted by the beam theory. The beam theory can be applicable even for such the cantilever with a high degree of the taper that the plastic hinge forms in the span.
(3)	If the location of the plastic hinge is predicted for the beam with a uniform cross section, the reduced full plastic moment due to the beam theory will give a good approximation.},
 pages = {49--58},
 title = {全塑性モーメントにおよぼすせん断力の影響に関する実験的考察},
 volume = {8},
 year = {1974}
}