Pullout behavior of inclined steel fiber in an ultra-high strength cementitious matrix

By Yun Lee, Su-Tae Kang, Jin-keun Kim. 2010

325 citations recorded by the source corpus.

Subfields: Building and Construction, Ceramics and Composites, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/6e7d2242ee1533cadd45b04f32e8c5545efc1c79

How researchers see this paper

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

In Building and Construction

1. A. Beglarigale
2. Halit Yazıcı
3. M. Saleem
4. Moncef L. Nehdi
5. S. Abbas
6. Nicolas Roussel

In Ceramics and Composites

1. A. Beglarigale
2. Halit Yazıcı
3. M. Saleem
4. Moncef L. Nehdi
5. S. Abbas

In Civil and Structural Engineering

1. A. Beglarigale
2. Halit Yazıcı
3. M. Saleem
4. Moncef L. Nehdi
5. S. Abbas
6. Peng Zhang
7. Qing-fu Li

Citations in the corpus

• Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges (2016, background): “A 30 inclination with the loading direction resulted in higher pull-out load due to a snubbing effect and concrete matrix spalling (Lee et al. 2010).”
• Pull-out behavior of steel fiber embedded in flowable RPC and ordinary mortar (2015, methodology): “The fiber–matrix bond characteristics were determined by applying single-fiber pull-out test that is a common method used and analyzed by many researchers [8– 11,14–24].”