Index Analysis for Specimens of Reinforced Concretes with Mechanical Parameters | |
Liu Chuan-xiao1; Liu Zhi-hao1; Wang Long1; Tian Hong-ye1; Zhang Xiu-li2 | |
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 |
DOI | 10.4028/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
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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 |
内容类型 | 会议论文 |
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. |
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