Shrinkage and cracking of restrained ultra-high-performance fiber-reinforced concrete slabs at early age

By Dooyeol Yoo, K. Min, J. Lee, Y. Yoon. 2014

168 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/de49d0012e6a80c6257b6fdfc4ee9c6610180685

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. Tony Collister
2. R. Tuladhar
3. Mark Combe
4. N. Sivakugan
5. F. Shi
6. S. Dritsos
7. Spyridon A. Paschalis
8. Shi Yin

Citations in the corpus

• Use of macro plastic fibres in concrete: A review (2015, background): “Therefore, the fibres can effectively control and arrest 48 crack growth, hence preventing plastic and dry shrinkage cracks [23], retaining integrity of 49 concrete [24], and altering the intrinsically brittle concrete matrix into a tougher material 50 with enhanced crack resistance and ductility [2”
• Strengthening of reinforced concrete beams using ultra high performance fibre reinforced concrete (UHPFRC) (2016, methodology): “[41] used a special setup to simulate the conditions of free UHPFRC shrinkage effects on slabs and a very steep increase of shrinkage at the very early age was observed.”