The behaviour of reinforced concrete elements subject to bending and twisting moments

Autor:	P. Montague, A. S. Fraser, A. A. A. Samad, I. M. May, S. H. Lodi
Rok vydání:	2001
Předmět:	Engineering Computer simulation business.industry Building and Construction Structural engineering Reinforced concrete Cracking Orthogonal coordinates Flexural strength Deflection (engineering) Bending moment Slab business Civil and Structural Engineering
Zdroj:	Proceedings of the Institution of Civil Engineers - Structures and Buildings. 146:161-171
ISSN:	1751-7702 0965-0911
Popis:	This paper describes tests carried out on fourteen 1·6 m × 1·6 m × 150 mm reinforced concrete slab elements loaded with uniform bending moments applied about either or both orthogonal axes and with or without uniform twisting moments using a purpose-built test rig. Results are given up to and beyond the maximum load for the tests. The results obtained from the tests have been compared with an incremental non-linear analysis which is also described. The results have also been compared with the Wood–Armer equations and it is shown that these can be unconservative if the twisting moment is significant.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4f14b64cd52ec79f7740adf68fa62325 https://doi.org/10.1680/stbu.2001.146.2.161 Zobrazit plný text záznamu