Mechanical properties and microstructure of high strength concrete containing polypropylene fibres exposed to temperatures up to 200 °C

By A. Noumowé. 2005

264 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, General Materials Science, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/4dc65ecd6066b9b3d1bc1aa7328212ab08ab5fd7

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. Kwang-Pil Park
2. E. Ghorbel
3. T. Yun
4. Kwang Yeom Kim

In General Materials Science

1. Kwang-Pil Park
2. T. Yun
3. Kwang Yeom Kim

In Safety, Risk, Reliability and Quality

1. Kwang-Pil Park
2. T. Yun
3. Kwang Yeom Kim

Citations in the corpus

• On the Mechanism of Polypropylene Fibres in Preventing Fire Spalling in Self-Compacting and High-performance Cement Paste (2008, unknown): “On the one hand, it seems that the addition of PP fiber would change the microstructural properties [8,12].”
• Evaluation of pore structures and cracking in cement paste exposed to elevated temperatures by X-ray computed tomography (2013, background): “The significance of these features in assessments of heated concrete has led engineers to evaluate changes in themechanical properties [3–10], color [11–14], evolution of cracking [10,15–21], and spalling [10,22–29] of fire-damaged concrete in relation to various temperatures, and to develop methods”
• Effect of the addition of polypropylene fiber on concrete properties (2021, background): “Noumowe [84] examines the change in mechanical properties of high-strength concrete samples which contain polypropylene fiber after their exposure to 200 C.”
• Mechanical and physical properties of epoxy polymer concrete after exposure to temperatures up to 250 °C (2012, background): “For OCC it is well known that physical phenomena are responsible of the mass loss when cement concrete is exposed to temperature below 300 C: water evaporation at around 110 C and first stage of CSH dehydration at around 170 C [27,28].”
• A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA) (2014, unknown): “From the literature [61–63], it can be stated that the polypropylene fibres can contribute to the concrete performance subjected to crack opening and slippage.”