中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Index Analysis for Specimens of Reinforced Concretes with Mechanical Parameters

文献类型:会议论文

作者Liu Chuan-xiao1; Liu Zhi-hao1; Wang Long1; Tian Hong-ye1; Zhang Xiu-li2
出版日期2012
会议日期SEP 22-24, 2011
会议地点Xian Univ Architecture & Technol, Xian, PEOPLES R CHINA
关键词index analysis reinforced concretes mass ratio mechanical characteristic
卷号368-373
DOI10.4028/www.scientific.net/AMR.368-373.33
页码33
英文摘要To study mechanical characteristics of general reinforced concrete in engineering, specimens of reinforced concrete with different mass ratios and specimens of fiber reinforced concrete with different distributing modes of steel fibers or mixed modes of fiberglass are produced. Testing results from these specimens state that recommended mass ratio is 1:4.29:0.74 of cement, sand to water for reinforced concrete, and mass ratio of mixed AR fiberglass is 4 parts per thousand or distributing mode of steel fibers is vertical 5 roots evenly for fiber reinforced concretes will have excellent mechanical properties. Analyzing mechanical indexes influencing characteristics of reinforced concretes, uniaxial compressive strength and ultimate strain are primary indexes, elastic modulus is an assistant index, and Poisson ratio and residual strength are both only referenced indexes.
源文献作者Yang, Q ; Zhu, LH ; He, JJ ; Yan, ZF ; Ren, R
会议录ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000308895900006
源URL[http://119.78.100.198/handle/2S6PX9GI/4675]  
专题岩土力学所知识全产出_会议论文
作者单位1.Shandong Agr Univ, Coll Water Conservancy & Civil Engn;
2.Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Liu Chuan-xiao,Liu Zhi-hao,Wang Long,et al. Index Analysis for Specimens of Reinforced Concretes with Mechanical Parameters[C]. 见:. Xian Univ Architecture & Technol, Xian, PEOPLES R CHINA. SEP 22-24, 2011.

入库方式: OAI收割

来源:武汉岩土力学研究所

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