Cracking reinforced concrete beams under flexural loads: Time evolution
Abstract
The results of an study on spacing of cracks and crackwidth of 10 reinforced concrete beams, are shown. Her time-behaviour is analyzed and the influence of compression reinforcement ratio are related to the current prediction formulae.
Published
1991-01-01
How to Cite
, B. J. B. E. P. V. (1991). Cracking reinforced concrete beams under flexural loads: Time evolution. Hormigón Y Acero, 42(178). Retrieved from http://37.35.109.41/index.php/ache/article/view/744
Section
Articles