Performance of Bridge Deck Link Slabs Designed with Ductile Engineered Cementitious Composite

168 citations recorded by the source corpus.

How researchers see this paper

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

Flexural Behaviors of ECC and Concrete/ECC Composite Beams Reinforced with Basalt Fiber-Reinforced Polymer (2013, background): “In recent years, a class of high-performance fiber-reinforced cementitious composites (called engineered cementitious composites, ECC) with ultraductility has been developed for applications in the construction industry (Kim et al. 2004; Lepech and Li 2009, 2010).”
Electrical Impedance Tomographic Methods for Sensing Strain Fields and Crack Damage in Cementitious Structures (2009, background): “In recent years, strain-hardening FRCC materials have found application in the design of coupling beams in shear walls (Wight et al., 2006), bridge decks (Kim et al., 2004; Naaman and Chandrangsu, 2004), retaining walls (Kunieda and Rokugo, 2006), and extruded pipes (Stang and Pedersen, 1996).”
Engineered Cementitious Composites (ECC) Material, Structural, and Durability Performance (2008, unknown): “High cycle fatigue response of R/ECC flexural elements was studied by Kim et al (2004) in conjunction with a bridge deck link slab application.”
Mechanical Behavior of Fiber Reinforced Engineered Cementitious Composites in Uniaxial Compression (2015, methodology): “With pseudo-strain hardening behavior and multiple cracking characteristic under uniaxial tension, ECC is expected to perform better than traditional cementitious composites in many applications (Li 2003; Fukuyama et al. 2000; Rokugo et al. 2009; Kim et al. 2004).”