您当前的位置：
首页 >
文章列表页 >
Numerical analysis on time-varying process of stress in reinforced concrete column subjected to axial compression and sulfate attack
更新时间：2023-11-25

    • Numerical analysis on time-varying process of stress in reinforced concrete column subjected to axial compression and sulfate attack

    • Journal of Civil, Architectural & Environmental Engineering   Vol. 40, Issue 1, Pages: 30-38(2018)

    • DOI：10.11835/j.issn.1674-4764.2018.01.005    

      CLC：

    • Received：25 May 2017，

      Published：2018-02

    移动端阅览

  • Jialin Wang, Xiaobao Zuo, Qiang Ma, et al. Numerical analysis on time-varying process of stress in reinforced concrete column subjected to axial compression and sulfate attack[J]. Journal of Civil, Architectural & Environmental Engineering, 2018, 40(1): 30-38. DOI： 10.11835/j.issn.1674-4764.2018.01.005.

  •  
  •  
icon
试读结束，您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束，您可以通过登录账户，到个人中心，购买VIP会员阅读全文。
已是VIP会员？
去登录 >

0

Views

3

下载量

1

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Acoustic emission characteristics of concrete and its constituent materials under uniaxial failure
Calculation method of chloride ion equivalent diffusion coefficient in cracked concrete
Acoustic emission characteristics and damage evolution of recycled concrete after carbonization at high temperature under axial compression
Permeability characterization of concrete based on the DC-step transient resistance method
Experimental study on side-pressure laminated bamboo column under axial compression

Related Author

WANG Lizhu
ZHAO Yunfeng
GUO Jiahao
ZHANG Jiale
ZHANG Zhiming
PENG Jianxin
CHENG Xiaokang
LONG Yu

Related Institution

School of Urban Construction, Yangtze University
Hunan Tianzhu No.6 Construction Concrete Co., Ltd.
School of Civil Engineering, Changsha University of Science & Technology
School of Civil Engineering, Liaoning Technical University
Central Research Institute of Building and Construction, MCC
0