Experimental data on flexural strength of reinforced concrete elements with waste glass particles as partial replacement for fine aggregate

被引：20

作者：

Atoyebi, Olumoyewa Dotun ^{[1
]}

Sadiq, Obanishola M. ^{[2
]}

机构：

[1] Landmark Univ, Dept Civil Engn, Omuaran, Kwara State, Nigeria

[2] Univ Lagos, Dept Civil & Environm Engn, Lagos, Nigeria

来源：

DATA IN BRIEF | 2018年 / 18卷

关键词：

D O I：

10.1016/j.dib.2018.03.104

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

The data in this article are related to the research article titled "Flexural Strength determination of Reinforced Concrete Elements with Waste Glass as Partial Replacement for Fine Aggregate" [1]. The article provides information on reinforced concrete beam elements with the fine aggregate partially replaced with waste glass in proportions of 0%, 10%, 20% and 30%. The beam elements were cured and subjected to flexural load after 7, 14, 28 and 90 days. Three samples were tested for each conditions and the average value computed. The tests records include deflection at each gradual increase in the flexural load and the load at final failure. (C) 2018 The Authors. Published by Elsevier Inc.

引用

页码：846 / 859

页数：14