DEFORMATION OF STEEL FIBER CONCRETE SLABS THAT ARE COUNTER SUPPORTED UNDER RECURRING LOAD
Abstract
Experimental and theoretical researches were conducted tensely deformed to the state one, and two-layer concrete, reinforce-concrete and steel fiber concrete slabs under the action of the transversal loading.
By the general picture of bandings of slabs at the repeated loadings, up to their destruction there is the by turn passing of three stages of work of construction. It is the stage the elastic work to appearance of the first crack, stage of exploitation, that works with cracks and stage of destruction.
At studied deformations of supported on four sides slabs under the action in loading the calculation of own experimental researches and comparison of the experimental bindings of the noted slabs with theoretical calculations after different methods and operating normative documents.
References
ДСТУ-Н Б В.2.6-78:2009. Настанова з проектування та виготовлення сталефібробетонних конструкцій. – К.: Мінбуд України – 2009. – 63 с.
ДСТУ В.2.6-98-2011. Бетонні та залізобетонні конструкції з важкого бетону. Правила проектування. / Міністерство регіонального розвитку та будівництва України. – Київ , 2011.
Клюев С. В. Экспериментальные исследования фибробетонных конструкцій // Строительная механика инженерных конструкций и сооружений. 2011. No 4. С. 71–74.
Views:
32
Downloads:
33
Copyright (c) 2016 Author
This work is licensed under a Creative Commons Attribution 4.0 International License.
All articles are published in open-access and licensed under a Creative Commons Attribution 4.0 International License (CC BY 4.0). Hence, authors retain copyright to the content of the articles.
CC BY 4.0 License allows content to be copied, adapted, displayed, distributed, re-published or otherwise re-used for any purpose including for adaptation and commercial use provided the content is attributed.
