Features of work and effective use of the rigid cross fittings in ferroconcrete beams

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Results of experimental researches of rigid cross fittings work in inclined sections of bent elements are presented in article. Tests of ferroconcrete beams with cross reinforcing in the form of collars, steel plates and without cross reinforcing are carried out. The comparative analysis of tested sizes of ultimate loads on inclined section and theoretical values received by existing calculation procedures is made.

Bent ferroconcrete element, inclined section, cross reinforcing, collar

Короткий адрес: https://sciup.org/148201390

IDR: 148201390

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