1995
DOI: 10.14359/1378
|View full text |Cite
|
Sign up to set email alerts
|

Effects of Freezing and Thawing on the Tension Properties of High-Strength Concrete

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2

Citation Types

0
2
0

Year Published

1996
1996
2023
2023

Publication Types

Select...
3
1
1

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(2 citation statements)
references
References 0 publications
0
2
0
Order By: Relevance
“…The action of FTCs is one of the causes of the damage to and failure of building structures [2,3]. Currently, the problem of freeze-thaw damage has been studied more vigorously by scholars, and a great deal of research has been conducted on the effects of freeze-thaw damage on the mechanical properties and microstructural variation patterns of cement-based materials; remarkable results have been achieved in these previous studies [4][5][6][7][8][9][10][11]. Among them, hydrostatic pressure theory, osmotic pressure theory, and crystallization pressure theory have high recognition and influence [12,13].…”
Section: Introductionmentioning
confidence: 99%
“…The action of FTCs is one of the causes of the damage to and failure of building structures [2,3]. Currently, the problem of freeze-thaw damage has been studied more vigorously by scholars, and a great deal of research has been conducted on the effects of freeze-thaw damage on the mechanical properties and microstructural variation patterns of cement-based materials; remarkable results have been achieved in these previous studies [4][5][6][7][8][9][10][11]. Among them, hydrostatic pressure theory, osmotic pressure theory, and crystallization pressure theory have high recognition and influence [12,13].…”
Section: Introductionmentioning
confidence: 99%
“…Jacobsen et al [6] investigated the effect of internal cracking on ice formation for high strength concrete. Marzouk and Jiang [7] investigated the tension properties of high strength concrete after freezing and thawing cycles. Miao et al [8] and Sun et al [9] reported that the deterioration of concrete could be accelerated when subjected to dual-damaging processes, e.g., simultaneously subjected to both external loading and freeze-thaw cycles.…”
Section: Introductionmentioning
confidence: 99%