Guillermo Etse
- Temperature effects on failure behavior of self-compacting high strength plain and fiber reinforced concrete. In: Construction and Building Materials, v. 165 (März 2018). (2018):
- Performance Dependent Failure Criterion for Normal- and High-Strength Concretes. In: Journal of Engineering Mechanics (ASCE), v. 135, n. 12 (Dezember 2009). (2009):
- Study of the Behavior of Concrete under Triaxial Compression. In: Journal of Engineering Mechanics (ASCE), v. 128, n. 2 (Februar 2002). (2002):
- Zero-thickness interface model formulation for failure behavior of fiber-reinforced cementitious composites. In: Computers & Structures, v. 114 (Januar 2013). (2013):
- Recycled aggregate concrete: Localized failure assessment in thermodynamically consistent non-local plasticity framework. In: Computers & Structures, v. 178 (1 Januar 2017). (2017):
- Zero-thickness interface constitutive theory for concrete self-healing effects. In: Computers & Structures, v. 186 (1 Juli 2017). (2017):
- Constitutive theory for Recycled Aggregate Concretes subjected to high temperature. In: Construction and Building Materials, v. 111 (Mai 2016). (2016):
- Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs). Theoretical formulation and applications. In: European Journal of Environmental and Civil Engineering, v. 15, n. 9 (Januar 2011). (2011):