2011
DOI: 10.1016/j.conbuildmat.2010.06.085
|View full text |Cite
|
Sign up to set email alerts
|

Influence of high temperature on the properties of concretes made with industrial by-products as fine aggregate replacement

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

3
48
0
5

Year Published

2012
2012
2024
2024

Publication Types

Select...
6
3
1

Relationship

0
10

Authors

Journals

citations
Cited by 111 publications
(56 citation statements)
references
References 16 publications
3
48
0
5
Order By: Relevance
“…The similar observation has been reported that the modulus of elasticity decreased immensely when the concrete was subjected to elevated temperature [29][30][31]. After being exposed to elevated temperature, the porous structure and micro-cracks that caused by high temperature resulted in the significant reduction of modulus of elasticity [29]. The residual modulus of elasticity of normal strength concrete exposed to 200°C and 400°C was about 60% and 40%, respectively.…”
Section: Effect Of Surface Coating On the Modulus Of Elasticity Of Cosupporting
confidence: 63%
“…The similar observation has been reported that the modulus of elasticity decreased immensely when the concrete was subjected to elevated temperature [29][30][31]. After being exposed to elevated temperature, the porous structure and micro-cracks that caused by high temperature resulted in the significant reduction of modulus of elasticity [29]. The residual modulus of elasticity of normal strength concrete exposed to 200°C and 400°C was about 60% and 40%, respectively.…”
Section: Effect Of Surface Coating On the Modulus Of Elasticity Of Cosupporting
confidence: 63%
“…Moreover, thermal expansion and dehydration of the concrete due to high temperatures tend to cause the formation of fissures in the concrete. With more fissures, the cracks or micro-pathways delayed the pulse velocity in the concrete [35]. Therefore Figure 11 shows that there was a noticeable decrease in the UPV of the ternary blends of concrete with AASA and pozzolanic material after being subjected to temperatures higher than 400 °C.…”
Section: Ultrasonic Pulse Velocity Of Concrete Subjected To Elevated mentioning
confidence: 96%
“…Effect of high temperatures on concrete with inclusion of slag has also been studied by several researchers. Yüksel et al [17] observed that the residual compressive strength of specimens containing blast-furnace slag or coal bottom ash was lower than the reference concrete that did not contain any slag or coal bottom ash.…”
Section: Introductionmentioning
confidence: 99%