Rena C. Yu 
- (2024): Flexural behavior of GFRP-RC beams confined with CFRP in compression zone. In: Engineering Structures, v. 302 (März 2024).
- (2023): Eccentric compression behavior of seawater and sea sand concrete columns reinforced with GFRP and stainless steel bars. In: Engineering Structures, v. 291 (September 2023).
- (2023): Study on the dynamic fracturing characteristics of aggregate-mortar interface under various loading rates using DIC. In: Construction and Building Materials, v. 403 (November 2023).
- (2023): Evolution of the FPZ in steel fiber-reinforced concrete under dynamic mixed-mode loading. In: Construction and Building Materials, v. 377 (Mai 2023).
- (2016): Compressive fatigue damage and failure mechanism of fiber reinforced cementitious material with high ductility. In: Cement and Concrete Research, v. 90 (Dezember 2016).
- (2023): Bond of Plain Bars in Early-Age Concrete under Bilateral Pressures. In: ACI Structural Journal, v. 120, n. 3 ( 2023).
- (2023): Blind competition on the numerical simulation of continuous shallow steel‐fiber reinforced concrete beams failing in bending. In: Structural Concrete, v. 24, n. 3 (April 2023).
- (2023): Axial compression behaviour of seawater sea sand concrete columns reinforced with hybrid FRP-stainless steel bars. In: Magazine of Concrete Research, v. 75, n. 13 (Juli 2023).
- (2023): Modeling of Mixed Mode I–II Fatigue Fracture of Concrete Based on Paris Law. In: Journal of Materials in Civil Engineering (ASCE), v. 35, n. 5 (Mai 2023).
- (2023): Bond performance of ribbed bars in concrete: Effects of loading rate and lateral tension. In: Magazine of Concrete Research, v. 75, n. 8 (April 2023).
- (2022): Experimental and Numerical Study on Mixed Mode I-II Fatigue Crack Propagation in Concrete. In: Journal of Engineering Mechanics (ASCE), v. 148, n. 9 (September 2022).
- (2022): Competición a ciegas de simulaciones numéricas de vigas de hormigón reforzado con fibras que fallan a cortante. In: Hormigón y acero, v. 73, n. 296 (10 März 2022).
- (2021): Blind competition on the numerical simulation of steel‐fiber‐reinforced concrete beams failing in shear. In: Structural Concrete, v. 22, n. 2 (April 2021).
- (2021): Bond Behavior of Deformed Bars in Self-Compacting Lightweight Aggregate Concrete at Early Ages. In: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 2 (Februar 2021).
- (2021): Effect of loading rate on the bond behaviour of plain round bars in concrete subjected to uniaxial lateral tension. In: Magazine of Concrete Research, v. 73, n. 20 (Oktober 2021).
- (2008): Cohesive modeling of dynamic fracture in reinforced concrete. In: Computers and Concrete, v. 5, n. 4 (August 2008).
- (2004): Multi-cracking modelling in concrete solved by a modified DR method. In: Computers and Concrete, v. 1, n. 4 (November 2004).
- (2019): Bond Behavior of Deformed Bars in Self-Compacting Lightweight Aggregate Concrete Subjected to Lateral Tensions. In: Journal of Materials in Civil Engineering (ASCE), v. 31, n. 9 (September 2019).
- (2008): Experimental Study of Combined Size and Strain Rate Effects on the Fracture of Reinforced Concrete. In: Journal of Materials in Civil Engineering (ASCE), v. 20, n. 8 (August 2008).
- (2012): Rate effect on the mechanical properties of eight types of high-strength concrete and comparison with FIB MC2010. In: Construction and Building Materials, v. 30 (Mai 2012).
- (2017): Advanced mechanical characterization of NHL mortars and cohesive simulation of their failure behavior. In: Construction and Building Materials, v. 153 (Oktober 2017).
- (2016): Experimental study on the fracture of lightly reinforced concrete elements subjected to eccentric compression. In: Materials and Structures, v. 49, n. 1-2 (Januar 2016).
- (2015): A numerical study on the fatigue life design of concrete slabs for railway tracks. In: Engineering Structures, v. 100 (Oktober 2015).
- (2018): Meshfree modeling of the dynamic mixed-mode fracture in FRC through an eigensoftening approach. In: Engineering Structures, v. 172 (Oktober 2018).
- (2013): Transición dúctil-frágil y cuantía mínima en pilares de hormigón débilmente armados. In: Hormigón y acero, v. 64, n. 268 (2. Quartal 2013).
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