首页> 外文期刊>Construction and Building Materials >Experimental and numerical investigation of cast-in-situ concrete under external sulfate attack and drying-wetting cycles
【24h】

Experimental and numerical investigation of cast-in-situ concrete under external sulfate attack and drying-wetting cycles

机译:外部硫酸盐攻击和干湿循环下的原位混凝土实验和数值研究

获取原文
获取原文并翻译 | 示例
           

摘要

In this paper, a numerical model was proposed to simulate the diffusion of sulfate and the strength degradation of cast-in-situ concrete under sulfate attack and drying-wetting cycles. The hysteresis of moisture transport was used to illustrate the moisture transport mechanisms during the wetting and drying process. The ion transport model was proposed according to Fick's second law, and moisture transport, chemical reactions, advection and damage were taken into account. The cast-in-situ concrete cylinder specimens exposed to sulfate and drying-wetting conditions were conducted by the indoor experiments. The concentration of the sodium sulfate solutions varied at 0%, 3%, 5% and 10%, showing that the ingress of sulfate and strength degradation were significantly accelerated by the increase in the sulfate concentration. The compressive strength of the specimens exposed to sulfate increased before 6 months and then decreased. Scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS) were performed to observe and identify the corrosion products of concrete exposed to sulfates. The effectiveness of the proposed method was analyzed through a comparison between the numerical and experimental results for the sulfate distribution and the compressive strength loss. Numerical studies were performed to present the response of concrete to sulfate diffusion under different drying-wetting cycles and boundary conditions. The results were approximately close to the experimental data and indicated that advection accelerated the diffusion process. The loss of compressive strength could be predicted at the period of damage initially induced by sulfate attack, and the comparatively longer drying period and lower environmental moisture level could promote the diffusion of sulfate. In general, the proposed diffusion model coupled with moisture transfer could be capable of simulating sulfate diffusion and strength degradation due to external sulfate attack and drying-wetting cycles. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文提出了一种数值模型来模拟硫酸盐侵蚀和干燥润湿循环的原位混凝土的扩散和强度降解。使用水分转运的滞后用于说明在润湿和干燥过程中的水分输送机制。根据Fick的第二律提出了离子运输模型,并考虑了水分运输,化学反应,平流和损害。通过室内实验进行暴露于硫酸盐和干燥润湿条件的原位混凝土缸试验。硫酸钠溶液的浓度为0%,3%,5%和10%,表明硫酸盐浓度的增加显着加速了硫酸盐的进入和强度降解。暴露于硫酸盐的标本的抗压强度在6个月之前增加,然后减少。进行扫描电子显微镜(SEM)和能量分散X射线光谱(EDS)以观察和识别暴露于硫酸盐的混凝土的腐蚀产物。通过对硫酸盐分布的数值和实验结果的比较分析所提出的方法的有效性和抗压强度损失。进行数值研究以呈现混凝土在不同干燥润湿循环下硫酸盐扩散的响应和边界条件。结果近似接近实验数据,并表示平流加速了扩散过程。可以在硫酸盐攻击最初诱导的损伤期间预测压缩强度的损失,干燥时期和较低的环境水分水平可以促进硫酸盐的扩散。通常,由于外部硫酸盐发生和干燥润湿循环,所提出的与湿气转移耦合的扩散模型可以能够模拟硫酸盐扩散和强度降解。 (c)2020 elestvier有限公司保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号