特细砂高强砼力学性能的试验研究

Niu Shaoren; Li Liren Dept.of Civil Engineering

doi:10.11835/j.issn.1674-4764.1993.03.009

您当前的位置：

首页 >

文章列表页 >

特细砂高强砼力学性能的试验研究

更新时间：2023-11-28

- 特细砂高强砼力学性能的试验研究
- Journal of Civil and Environmental Engineering Vol. 15, Issue 3, (1993)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.11835/j.issn.1674-4764.1993.03.009
  CLC：
- Published：1993
- 稿件说明：
移动端阅览
Niu Shaoren, Li Liren Dept.of Civil Engineering. [J]. Journal of Civil and Environmental Engineering, 1993, 15(3).
DOI：

Niu Shaoren, Li Liren Dept.of Civil Engineering. [J]. Journal of Civil and Environmental Engineering, 1993, 15(3). DOI： 10.11835/j.issn.1674-4764.1993.03.009.

摘要

本文通过试验

研究了特细砂高强砼的基本力学性能及应力-应变关系特征

提出了特细砂高强砼的各项强度指标和弹性模量计算公式。为推广应用特细砂高强砼提供了依据。

Abstract

The mechanica behaviors as well as the stress-strain relationship characteristics of high strength concrete made of super-fine sand are studied through experiments.The calculation formulae for the various characteristic strength and modulus of elasticity of the concrete are proposed.These formulae have provided an essential base for the widespreading and application of this kind of high strength concrete.

关键词

Keywords

references

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

No data

Related Author

No data

Related Institution

No data

AI问答

Address：Journals Department, Chongqing University, 174 Shazhengjie, Chongqing 400044, P.R.China Postal code：400044
Tel：+86-23-65111322 Email：xuebao@cqu.edu.cn
Technical support is provided by Beijing Founder electronics co., LTD 京ICP备09064830号-19 京公网安备11010802024621
It is recommended to read the content of this site in Chrome&IE9+. Please switch to extreme mode in browser 360.
Cookies We use cookies to help provide and enhance our service and tailor content. By continuing, you agree to the use of cookies.

⁰