Limits of spalling of fire-exposed concrete

By K. Hertz. 2003

520 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, General Materials Science

View Paper: https://www.semanticscholar.org/paper/d8dd49fb3970473a0f86186b1d3e37327fcfc444

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Yining Ding
2. V. Kodur
3. W. Khaliq
4. D. Leithner
5. R. Lackner
6. Herbert Anton Mang
7. J. Aguiar
8. Cecilia Azevedo

In General Materials Science

1. J. Aguiar
2. V. Kodur
3. Cecilia Azevedo
4. Yining Ding
5. W. Khaliq
6. I. Hager
7. Oğuzhan Keleştemur
8. Bahar Demirel

Citations in the corpus

• Properties of Concrete at Elevated Temperatures (2014, background): “Spalling is believed to be caused by the build-up of pore pressure during heating [83–85].”
• How do polypropylene fibers improve the spalling behavior of in-situ concrete? (2006, background): “The latter is considered to have the highest influence on spalling [9].”
• Effect of elevated temperature on the mechanical properties of concrete produced with finely ground pumice and silica fume (2010, background): “Additionally, studies have examined the relationship between the compressive strength and the color change in mortars exposed to high temperature [16], the effect of high temperature on the mechanical properties and pore structure of high performance and normal strength concrete, the permeability of”
• Effect of Temperature on Thermal Properties of Different Types of High-Strength Concrete (2011, background): “Spalling results in the loss of concrete cross-section, which might expose the steel reinforcement directly to fire, resulting in a faster loss of strength and stiffness of a structural member (Hertz 2003; Kodur 2000).”
• On the Mechanism of Polypropylene Fibres in Preventing Fire Spalling in Self-Compacting and High-performance Cement Paste (2008, unknown): “From the literature, most experiments on the spalling behaviour of concrete focused on structural elements, such as beams or columns [1–5].”
• Study on residual behaviour and flexural toughness of fibre cocktail reinforced self compacting high performance concrete after exposure to high temperature (2011, background): “In some studies [9,10,19– 21,30], PP fibre shows beneficial effect on the residual strength of concrete after the high-temperature exposures.”