期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 147, 期 -, 页码 79-90出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2017.04.136
关键词
Concrete; Freeze-thaw cycles; Mesoscopic frost damage model; Mercury porosimetry; Differential scanning calorimetry
资金
- National Natural Science Foundation of China [50908059]
- Natural Science Foundation of Heilongjiang Province of China [E201415]
- Japan Society for the Promotion of Science (JSPS) [26.04058]
- Key Laboratory of Advanced Ship Materail and Mechanics and Demonstration Center for Experimental Mechanics Education (Harbin Engineering University), Ministry of Industry and Information Technology
Frost deterioration of concrete is one of the most significant durability problems in low temperature regions. Macro-damage parameter studies have been performed to investigate the variations of the mechanical characteristics in concrete materials. However, the macro-damage parameter often underestimates the pores and overestimates the macroscopic properties of concrete because of its intrinsic limitations. In this paper, an innovative mesoscopic damage parameter is developed by following a unique calculation procedure in which the damage parameter is cumulatively computed from the minimum to the maximum by iterative cycles instead of using a direct calculation method. This research was based on the mercury intrusion porosimetry (MIP) and differential scanning calorimetry (DSC) testing sequence, for determining the volumes and diameters of the pores and the corresponding feature pore size subjected to each rapid freeze-thaw testing. Additionally, the determination of mechanical properties of concrete was tested by conventional mechanical experimental instrument. Finally, a new freeze-thaw damage constitutive relationship is proposed based on the mesoscopic damage parameter. (C) 2017 Elsevier Ltd. All rights reserved.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据