| A Time-effect Model for Concrete Compressive Strength under Sustained Load |
| |
| 引用本文： | PENG Kai~,HUANG Zhi-tang~,XIAO Sheng-xie~ CHEN Shan-lin~,WANG Jia-lin~. A Time-effect Model for Concrete Compressive Strength under Sustained Load[J]. 保鲜与加工, 2004, 0(4): 29-34 |
| |
| 作者姓名： | PENG Kai~ HUANG Zhi-tang~ XIAO Sheng-xie~ CHEN Shan-lin~ WANG Jia-lin~ |
| |
| 摘 要： | Based on the existed stress-strain curve of concrete prism under one-off short-term load and the concrete creep model, a new time-effect model for evaluation of concrete compressive strength is established through the synthesis of the concrete creep attenuating effect under sustained load and the concrete strength enhancing effect by age, a corresponding computer program has been developed. The computation of related indices and their change rules of several different-grade concrete materials with the program was carried out and the results were compared with experimental data and finite element numerical results reported in the literature, the reasonableness and practicality of the proposed new model have been verified.
|
| 关 键 词： | sustained load concrete creep age compressive strength time-effect model |
| 修稿时间： | 2004-03-28 |
A Time-effect Model for Concrete Compressive Strength under Sustained Load |
| |
| PENG Kai,HUANG Zhi-tang,XIAO Sheng-xie CHEN Shan-lin,WANG Jia-lin. A Time-effect Model for Concrete Compressive Strength under Sustained Load[J]. Storage & Process, 2004, 0(4): 29-34 |
| |
| Authors: | PENG Kai HUANG Zhi-tang XIAO Sheng-xie CHEN Shan-lin WANG Jia-lin |
| |
| Affiliation: | PENG Kai~,HUANG Zhi-tang~,XIAO Sheng-xie~ CHEN Shan-lin~,WANG Jia-lin~ |
| |
| Abstract: | Based on the existed stress-strain curve of concrete prism under one-off short-term load and the concrete creep model, a new time-effect model for evaluation of concrete compressive strength is established through the synthesis of the concrete creep attenuating effect under sustained load and the concrete strength enhancing effect by age, a corresponding computer program has been developed. The computation of related indices and their change rules of several different-grade concrete materials with the program was carried out and the results were compared with experimental data and finite element numerical results reported in the literature, the reasonableness and practicality of the proposed new model have been verified. |
| |
| Keywords: | sustained load concrete creep age compressive strength time-effect model |
|
| 点击此处可从《保鲜与加工》浏览原始摘要信息 |
|
点击此处可从《保鲜与加工》下载全文 |
