ULTIMATE LOAD BEHAVIOR OF BAMBOO-REINFORCED LIGHTWEIGHT CONCRETE BEAMS

被引：127
|
作者：
GHAVAMI, K [1 ]
机构：
[1] PONTIFICIA UNIV CATOLICA RIO DE JANEIRO,DEPT CIVIL ENGN,RIO JANEIRO,BRAZIL
来源：
CEMENT & CONCRETE COMPOSITES | 1995年 / 17卷 / 04期
基金：
新加坡国家研究基金会;
关键词：
LIGHTWEIGHT CONCRETE; BEAMS; BAMBOO REINFORCEMENT; BENDING STRENGTH; ULTIMATE LOAD; BAMBOO TREATMENT; DEFLECTION; CRACKING; STRUCTURAL BEHAVIOR; BOND STRESSES; DESIGN;
D O I：
10.1016/0958-9465(95)00018-8
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The classification of seven bamboos studies in accordance to their physical and mechanical properties, the type and method of application of water repellent treatment of bamboo splints and the bond strength between bamboo and lightweight concrete are described in this paper. The results of the experimental analysis of two simply-supported bamboo-reinforced lightweight concrete beams with an overall length of 340 cm and a cross-section of 12 cm by 30 cm width and height, respectively, subjected to two point loads up to collapse are presented. One beam of the same dimensions and concrete mix reinforced with steel was also tested for comparison of the results. Finally a recommendation based on the analysis of the results for the design of such beams is proposed.
引用
收藏
页码：281 / 288
页数：8
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