Comparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperatures

By C. Poon, S. Azhar, M. Anson, Y. Wong. 2001

510 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, General Materials Science

View Paper: https://www.semanticscholar.org/paper/b21c85057db376e93268a1c6e4f5ceb9c1f4af8f

How researchers see this paper

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In Civil and Structural Engineering

1. Jian fei Chen
2. Guangming Chen
3. V. Kodur
4. M. Karim
5. Y. C. Guo
6. M. Hossain
7. Jianqiang Wei
8. He Yunbo

In General Materials Science

1. V. Kodur
2. Jian fei Chen

Citations in the corpus

• Effect of elevated temperatures and cooling regimes on normal strength concrete (2009, unknown): “Fire resistance of concrete is affected by many factors, including constituent materials such as the type of aggregate and cement used in its composition, sizes of structure members and moisture content of concrete and the environmental factors: rate of heating, maximum temperature attained, duratio”
• Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures (2014, background): “A number of measures such as addition of fibers [38] and pozzolan [39], and post-fire-recuring of fire damaged concrete [29] have been shown to effectively alleviate the adverse effects of fire/high temperature for NC.”
• Durability of mortar and concrete made up of pozzolans as a partial replacement of cement: A review (2016, background): “This result can be attributed to the pozzolanic reaction of FA and the lower amount of mixing water; both of them influenced the reduction in volume and the size of pores in cement paste [39].”
• The influence of thermal-stressing (up to 1000 °C) on the physical, mechanical, and chemical properties of siliceous-aggregate, high-strength concrete (2013, methodology): “However, in many of these studies, the maximum temperature does not exceed 600 C [7,14,17,52,53], permeabilities are measured indirectly using chloride-ion penetration [15,51], or empirical formula, based on the volume of micropores, are used to estimate permeability [54].”