Kay Wille
Professor & Department Head/Civil and Environ Engineering
Storrs Mansfield
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Scholarly Contributions
113 Scholarly Contributions
Strain rate dependent properties of ultra high performance fiber reinforced concrete (UHP-FRC) under tension
2014
Research Type: Journal Article
Tensile load capacity analysis of perforated reinforcement sheet
2013
Research Type: Journal Article
Effect of Ultra-High-Performance Concrete on Pullout Behavior of High-Strength Brass-Coated Straight Steel Fibers
2013
Research Type: Journal Article
Fiber distribution and orientation in UHP-FRC beams and their effect on backward analysis
2013
Research Type: Journal Article
Ultra-high performance concrete - Research at the ACMC at UConn
2013
Research Type: Poster/Presentation
Ultra-high Performance Concrete and its Application in the Tunnel Industry
2013
Research Type: Poster/Presentation
Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat treatment
2012
Research Type: Journal Article
Pullout Behavior of High-Strength Steel Fibers Embedded in Ultra-High-Performance Concrete
2012
Research Type: Journal Article
Effect of Beam Size, Casting Method, and Support Conditions on Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete
2012
Research Type: Journal Article
Proposed contents of ACI 544.C document on testing of FRC in tension and bending
2012
Research Type: Poster/Presentation
Behavior of Ultra High-Performance-Fiber Reinforced Concrete under Direct Tensile Loading
2012
Research Type: Poster/Presentation
ACMC-Material Characterization of an Ultra High-Performance-Fibre Reinforced Concrete under Elevated Temperatures
2012
Research Type: Poster/Presentation
Material Characterization of an Ultra High-Performance-Fibre Reinforced Concrete under Elevated Temperatures
2012
Research Type: Poster/Presentation
Testing of Cementitious Materials Under High-Strain-Rate Tensile Loading Using Elastic Strain Energy
2011
Research Type: Journal Article
Ultra High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler Way
2011
Research Type: Journal Article