{"id":19,"date":"2016-07-28T18:23:17","date_gmt":"2016-07-28T17:23:17","guid":{"rendered":"http:\/\/blog.uclm.es\/chengxiangyu\/?page_id=19"},"modified":"2025-01-15T13:58:27","modified_gmt":"2025-01-15T12:58:27","slug":"publications","status":"publish","type":"page","link":"https:\/\/blog.uclm.es\/chengxiangyu\/publications\/","title":{"rendered":"Publications"},"content":{"rendered":"<p>Research ID:\u00a0 <strong>C-7140-2009<\/strong><\/p>\n<p>ORCID: <a href=\"http:\/\/orcid.org\/0000-0003-4176-0324\"><strong>http:\/\/orcid.org\/0000-0003-4176-0324<\/strong><\/a><\/p>\n<p><strong>Research Gate:<\/strong><\/p>\n<p><a href=\"https:\/\/www.researchgate.net\/profile\/Rena_Yu\">https:\/\/www.<strong>researchgate<\/strong>.net\/profile\/Rena_Yu<\/a><\/p>\n<p><strong>Google Scholar<\/strong>:<\/p>\n<p><a href=\"https:\/\/scholar.google.com\/citations?user=o1Bm0yQAAAAJ&amp;hl=en\">https:\/\/scholar.google.com\/citations?user=o1Bm0yQAAAAJ&amp;hl=en<\/a><\/p>\n\n\n<h2 class=\"wp-block-heading\"><strong>SCI papers<\/strong><\/h2>\n\n\n\n<p><strong>2025<\/strong><\/p>\n\n\n\n<p>H. Chen, Z. Wu, <strong>R.C. Yu <\/strong>(2025). Simulation of mixed mode I-II fatigue crack propagation in concrete with different strengths. <em>Theoretical and Applied Fracture Mechanics<\/em>, 104779.<\/p>\n\n\n\n<p>W. Zhang, Z. Wu, <strong>R.C. Yu,<\/strong> J. Zheng (2025). Modelling unstable crack propagation in concrete by finite element method with continuous nodal stress. <em>Theoretical and Applied Fracture Mechanics<\/em>, 135, 104767.<\/p>\n\n\n\n<ol start=\"83\" class=\"wp-block-list\"><\/ol>\n\n\n\n<p><strong>2024<\/strong><\/p>\n\n\n\n<p>M. Jia, Z. Wu, Q. Li, X. Jiang, H. Jin, <strong>R.C. Yu<\/strong>, S. Xu (2024). A probabilistic prediction method for mode I fatigue life of concrete based on the statistical laws of material parameters. <em>Engineering Fracture Mechanics<\/em>, 110429.<\/p>\n\n\n\n<p>X. Han, H. Wang, H. Gao, J. Zheng, <strong>R.C. Yu<\/strong>, Z. Wang, Z. Wu (2024). Fracture energy of concrete after sustained loading. <em>Engineering Fracture Mechanics<\/em>, 110350.<\/p>\n\n\n\n<p>H. Wang, J. Xu, J. Zhao, X. Han, K. Pan, <strong>R.C. Yu<\/strong>, Z. Wu (2024). Axial Compression Behavior of Circular Seawater and Sea Sand Concrete Columns Reinforced with Hybrid GFRP\u2013Stainless Steel Bars. <em>Materials<\/em>, 17 (8), 1767.<\/p>\n\n\n\n<p>X. Han, Z. Wu, H. Gao, J. Zheng, <strong>R.C. Yu<\/strong> (2024). Tension-softening constitutive model of concrete under sustained loading. <em>Construction and Building Materials<\/em>, 421, 135623.<\/p>\n\n\n\n<p>M. Jia, Z. Wu, X. Jiang, <strong>R.C. Yu<\/strong>, X. Zhang, Y. Wang (2024). Modified Paris law for mode I fatigue fracture of concrete based on crack propagation resistance. <em>Theoretical and Applied Fracture Mechanics<\/em>, 104383.<\/p>\n\n\n\n<p>H. Wang, J. Xu, X. Jiang, X. Han, K. Pan, <strong>R.C. Yu<\/strong>, Z. Wu (2024). Flexural behavior of GFRP-RC beams confined with CFRP in compression zone. <em>Engineering Structures<\/em>, 302, 117348.<\/p>\n\n\n\n<p>M. Jia, Z. Wu, Q. Li, X. Jiang, H. Jin, <strong>R.C. Yu,<\/strong> S. Xu (2024). A probabilistic prediction method for mode I fatigue life of concrete based on the statistical laws of material parameters. <em>Engineering Fracture Mechanics<\/em>, 110429.<\/p>\n\n\n\n<p>G. Ruiz, A. D. L. Rosa, J. Ortega, E. Poveda, <strong>R.C. Yu<\/strong>, M. Tarifa, X. Zhang, L. Garijo 82024), Fatigue of sfrc in compression: Size effect &amp; autogenous self-healing, Materiales de Construcci\u00f3n 74 (356)e356.<\/p>\n\n\n\n<ol start=\"83\" class=\"wp-block-list\"><\/ol>\n\n\n\n<p><strong>2023<\/strong><\/p>\n\n\n\n<p>K. Pan, Z. Wu, <strong>R.C. Yu,<\/strong> X. Zhang (2023). Study on the dynamic fracturing characteristics of aggregate-mortar interface under various loading rates using DIC. <em>Construction and Building Ma- terials<\/em>, 403, 133069.<\/p>\n\n\n\n<p>J. Xu, Z. Wu, Q. Cao, R.C. Yu (2023). Eccentric compression behavior of seawater and sea sand concrete columns reinforced with GFRP and stainless steel bars. <em>Engineering Structures<\/em>, 291, 116486.<\/p>\n\n\n\n<p>M.H. Zeng, Z.M. Wu, J.J. Zheng, <strong>R.C. Yu<\/strong> (2023). A mesoscopic numerical method for fracture energy of concrete. <em>Fatigue &amp; Fracture of Engineering Materials &amp; Structures<\/em>, 46 (7), 2380-2395.<\/p>\n\n\n\n<p>X.Y. Han, Z.M. Wu, M.D. Jia, J.J. Zheng, <strong>R.C. Yu<\/strong> (2023). A new method for determining the tension- softening curve of concrete. <em>Theoretical and Applied Fracture Mechanics<\/em>, 103992.<\/p>\n\n\n\n<p>K. Pan, <strong>R.C. Yu<\/strong>, G. Ruiz, X. Zhang, \u00c1. De La Rosa, Z. Wu (2023). Evolution of the FPZ in steel fiber-reinforced concrete under dynamic mixed-mode loading. <em>Construction and Building Materials<\/em>, 377, 131110.<\/p>\n\n\n\n<p>M. Jia, Z. Wu, H. Wang, <strong>R.C. Yu,<\/strong> X. Zhang (2023). Analytical method for predicting mode I crack propagation process of concrete under low-cycle fatigue loading. <em>Engineering Fracture Mechanics<\/em>, 109320.<\/p>\n\n\n\n<p>M. Jia, Z. Wu, <strong>R.C. Yu,<\/strong> X. Zhang (2023). Modeling of Mixed Mode I\u2013II Fatigue Fracture of Concrete Based on Paris Law. <em>Journal of Materials in Civil Engineering<\/em>, 35 (5), 04023078.<\/p>\n\n\n\n<p>X.R. Li, Z.M. Wu, J.J. Zheng, <strong>R.C. Yu<\/strong> (2023). Bond performance of ribbed bars in concrete: effects of loading rate and lateral tension. <em>Magazine of Concrete Research<\/em>, 75 (8), 402-416.<\/p>\n\n\n\n<p>Y. Wu, S. Xu, Q. Li, <strong>R.C. Yu<\/strong> (2023). Occurrence condition for steady crack propagation in quasi-brittle fracture and its application in determining initial fracture toughness. <em>International Journal of Solids and Structures<\/em>, 112094.<\/p>\n\n\n\n<p>J. Xu, Z. Wu, H. Jia, <strong>R.C. Yu<\/strong>, Q. Cao (2023). Axial compression of seawater sea sand concrete columns reinforced with hybrid FRP\u2013stainless steel bars. <em>Magazine of Concrete Research<\/em>, 75 (13), 685-702.<\/p>\n\n\n\n<p>W.M. Li, Z.M. Wu, J.J. Zheng, <strong>R.C. Yu<\/strong> (2023). Bond of Plain Bars in Early-Age Concrete under Bilateral Pressures. <em>Structural Journal<\/em>.<\/p>\n\n\n\n<p>D.C. Gonz\u00e1lez, \u00c1. Mena, G. Ruiz, J.J. Ortega, E. Poveda, J. M\u00ednguez, R<strong>.C. Yu,<\/strong> et al. (2023). Size effect of steel fiber\u2013reinforced concrete cylinders under compressive fatigue loading: Influence of the mesostructure. <em>International Journal of Fatigue<\/em>, 167:107353.<\/p>\n\n\n\n<p>W. Zhang, Z.M. Wu, <strong>R.C. Yu,<\/strong> F.J. Chen (2023). Finite element modeling of dynamic fracture in con- crete through the initial fracture toughness-based criterion and field variable transference technique. <em>Theoretical and Applied Fracture Mechanics<\/em>, 103777.<\/p>\n\n\n\n<p>J. Barros, B. Sanz, M. Filho, F. Figueiredo, P. Kabele, <strong>R.C. Yu<\/strong>, G. Meschke, et al. (2023). Blind competition on the numerical simulation of continuous shallow steel-fiber reinforced concrete beams failing in bending. <em>Structural Concrete<\/em>.<\/p>\n\n\n\n<p><strong>2022<\/strong><\/p>\n\n\n\n<p>J Barros, B Sanz, P Kabele, <strong>RC Yu<\/strong>, G Meschke, J Planas, V Cunha, et al. <a href=\"https:\/\/scholar.google.com\/citations?view_op=view_citation&amp;hl=en&amp;user=o1Bm0yQAAAAJ&amp;sortby=pubdate&amp;citation_for_view=o1Bm0yQAAAAJ:bz8QjSJIRt4C\">Competici\u00f3n a ciegas de simulaciones num\u00e9ricas de vigas de hormig\u00f3n reforzado con fibras que fallan a cortante<\/a>, Hormig\u00f3n y Acero 73 (296), 17-39<\/p>\n\n\n\n<p>M Jia, Z Wu, X Han, H Chen, <strong>RC Yu,<\/strong> <a href=\"https:\/\/scholar.google.com\/citations?view_op=view_citation&amp;hl=en&amp;user=o1Bm0yQAAAAJ&amp;sortby=pubdate&amp;citation_for_view=o1Bm0yQAAAAJ:anf4URPfarAC\">Experimental investigation and modified calculation model of critical crack propagation length of concrete<\/a>, Theoretical and Applied Fracture Mechanics, 103561, 2022<\/p>\n\n\n\n<p>XR Li, ZM Wu, JJ Zheng, <strong>RC Yu<\/strong>, <a href=\"https:\/\/scholar.google.com\/citations?view_op=view_citation&amp;hl=en&amp;user=o1Bm0yQAAAAJ&amp;sortby=pubdate&amp;citation_for_view=o1Bm0yQAAAAJ:a9-T7VOCCH8C\">Bond performance of ribbed bars in concrete: effects of loading rate and lateral tension<\/a>, Magazine of Concrete Research, 1-15, 2022<\/p>\n\n\n\n<p>JJ Ortega, G Ruiz, E Poveda, DC Gonz\u00e1lez, M Tarifa, XX Zhang, <strong>RC Yu<\/strong>, MA Vicente, A. De la Rosa, L. Garijo. Size effect on the compressive fatigue of fibre-reinforced concrete, <em>Construction and Building Materials<\/em>, 322, 126238, 2022<\/p>\n\n\n\n<p>S Blas\u00f3n, AF Canteli, E Poveda, G Ruiz, <strong>RC Yu<\/strong>, E Castillo, Damage evolution and probabilistic strain-lifetime assessment of plain and fiber-reinforced concrete<a href=\"https:\/\/scholar.google.com\/citations?view_op=view_citation&amp;hl=en&amp;user=o1Bm0yQAAAAJ&amp;sortby=pubdate&amp;citation_for_view=o1Bm0yQAAAAJ:GtLg2Ama23sC\"> <\/a>under compressive fatigue loading: Dual and integral phenomenological model, <em>International Journal of Fatigue<\/em>, 106739, 2022.<\/p>\n\n\n\n<p>M.D. Jia, Z.M. Wu, <strong>R.C. Yu<\/strong>, X.X. Zhang, Tension-softening constitutive relation and numerical simulation method for mode I fatigue crack propagation in concrete. <em>International Journal of Fracture<\/em>, 2022<\/p>\n\n\n\n<p>M.D. Jia, Z.M. Wu, <strong>R.C. Yu<\/strong>, X.X. Zhang, Experimental and numerical study on mixed mode I-II fatigue crack propagation in concrete, Journal of Engineering Mechanics, 2022<\/p>\n\n\n\n<p>M Jia, Z Wu, <strong>RC Yu<\/strong>, X Zhang, <a href=\"https:\/\/scholar.google.com\/citations?view_op=view_citation&amp;hl=en&amp;user=o1Bm0yQAAAAJ&amp;sortby=pubdate&amp;citation_for_view=o1Bm0yQAAAAJ:LO7wyVUgiFcC\">Experimental investigation of mixed mode I\u2013II fatigue crack propagation in concrete using a digital image correlation method<\/a>, Engineering Fracture Mechanics, 108712, 2022<\/p>\n\n\n\n<p><strong>2021<\/strong><\/p>\n\n\n\n<p>Z.M. Wu, X.X. Zhang, Z. Ma, X.R. Li &amp; <strong>R.C. Yu<\/strong>. Bond behavior of deformed bars in self-compacting lightweight aggregate concrete at early ages &nbsp; <em>Journal of Materials in Civil Engineering<\/em>,33(2),04020460, 2021<\/p>\n\n\n\n<p>J. Barros, B. Sanz, P. Kabele, <strong>R.C. Yu<\/strong>, G. Meschke, J. Planas, et al., Blind competition on the numerical simulation of steel\u2010fiber\u2010reinforced concrete beams failing in shear, Structural Concrete, a fib CEB-FIP journal, 22(2), 939-967, 2021.<\/p>\n\n\n\n<p class=\"has-black-color has-text-color\">M Jia, Z Wu, <strong>RC Yu<\/strong>, X Zhang, Residual fracture energy of concrete suffering from fatigue loadin<a href=\"https:\/\/scholar.google.com\/citations?view_op=view_citation&amp;hl=en&amp;user=o1Bm0yQAAAAJ&amp;sortby=pubdate&amp;citation_for_view=o1Bm0yQAAAAJ:kh2fBNsKQNwC\">g<\/a> <em>Engineering Fracture Mechanics<\/em> 255, 107956, 2021<\/p>\n\n\n\n<p>X Li, Z Wu, J Zheng, <strong>RC Yu<\/strong>, X Zhou,  Effect of loading rate on the bond behaviour of plain round bars in concrete subjected to uniaxial lateral tension, <em>Magazine of Concrete Research <\/em>73 (20), 1033-1047, 2021<\/p>\n\n\n\n<p>K. Pan, R.C. Yu, G. Ruiz, X. Zhang, Z. Wu, \u00c1. De La Rosa (2021). The propagation speed of mul- tiple dynamic cracks in fiber-reinforced cement-based composites measured using DIC. <em>Cement and Concrete Composites<\/em>, 104140.<\/p>\n\n\n\n<p>M.H. Ma, Z.M. Wu, J.J. Zheng, Y.J. Wang, R.C. Yu, X.D. Fei (2021). Effect of loading rate on mixed mode I-II crack propagation in concrete. <em>Theoretical and Applied Fracture Mechanics<\/em>, 112, 102916.<\/p>\n\n\n\n<ol start=\"53\" class=\"wp-block-list\"><\/ol>\n\n\n\n<ol start=\"53\" class=\"wp-block-list\"><\/ol>\n\n\n\n<p>2020<\/p>\n\n\n\n<p>H.W. Wang, Z.M. Wu, Y.J. Wang &amp; <strong>R.C. Yu<\/strong>. Investigation on crack propagation perpendicular to mortar\u2013rock interface: experimental and numerical, International Journal of Fracture, 2020.<\/p>\n\n\n\n<p>K.M. Pan, <strong>R.C. Yu<\/strong>, X.X. Zhang, G. Ruiz, Z.M. Wu. The propagation speed of dynamic mode-I cracks in self-compacting steel fiber-reinforced concrete, <em>Materials<\/em> (2020), 13, 4053.<\/p>\n\n\n\n<p> Y.J. Wang, Z.M. Wu, JJ Zheng, <strong>R.C. Yu<\/strong> &amp; XM Zhou. <a href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0013794419311270\">Three-dimensional axisymmetric analytical method for pull-out behavior of adhesive anchors in concrete<\/a><em>. Engineering Fracture Mechanics<\/em> 226 (2020) 106876.<\/p>\n\n\n\n<p> E. Poveda, <strong>R.C. Yu<\/strong>, M. Tarifa, G. Ruiz, V.M.C.F. Cunha &amp; J.A.O. Barros, Rate effect in inclined fibre pull-out for smooth and hooked-end fibres: a numerical study. <em>International Journal of Fracture<\/em> 223(2020) 135\u2013149.<\/p>\n\n\n\n<p> Z.M. Wu, <strong>R.C. Yu<\/strong>, C.Y. Sun, Y.J. Wang &amp; X.X. Zhang. A new test method for the complete load-displacement curve of concrete under mixed mode I-II fracture.&nbsp; <em>Theoretical and Applied Fracture Mechanics<\/em>, 108(2020):102629.<\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><strong>2019<\/strong><\/p>\n\n\n\n<p> H.W. Wang, Z.M. Wu, Y.J. Wang &amp; <strong>R.C. Yu<\/strong>. An analytical method for predicting mode-I crack propagation process and resistance curve of rock and concrete materials.&nbsp; <em>Theoretical and Applied Fracture Mechanics<\/em>, 100(2019):328-341.<\/p>\n\n\n\n<p> G. Ruiz, A. de la Rosa,&nbsp; L.C. Almeida, E. Poveda, X.X. Zhang, M. Tarifa, Z.M, Wu &amp; R.C. Yu,  Dynamic mixed-mode fracture in SCC reinforced with steel fibers: an experimental study, <em>International Journal of Impact Engineering<\/em>, 129(2019)101-111.<\/p>\n\n\n\n<p>T. Jiang, Z.M. Wu, H.H. Ye, X.D. Fei &amp; <strong>R.C. Yu<\/strong>, Bond Behavior of Deformed Bars in Self-Compacting Lightweight Aggregate Concrete Subjected<br> to Lateral Tensions, J. of Materials in Civil Engineering, 2019,31(9),04019176.<\/p>\n\n\n\n<p>M.H. Ma, Z.M. Wu, X.Z. Hu, <strong>R.C. Yu<\/strong> &amp; X.D. Fei,  Loading\u2010rate dependence of mode I crack growth in concrete, Fatigue and Fracture of Engineering Materials and Structures, 2019;1-12. <\/p>\n\n\n\n<p>H.W. Wang, Z.M. Wu, Y.J. Wang, <strong>R.C. Yu<\/strong> &amp; Y. Liu. An analytical method for crack propagation process of lightly reinforced concrete beams considering bond-slip behavior.&nbsp; <em>Engineering Fracture Mechanics<\/em>, 220(2019):106654.<\/p>\n\n\n\n<p><\/p>\n\n\n\n<p><strong>2018<\/strong><\/p>\n\n\n\n<p> R.C. Yu, P. Navas and G. Ruiz. Meshfree modeling of the dynamic mixed-mode fracture in FRC through an eigensoftening approach. <em>Engineering Structures<\/em>, 172 (2018)94-104.<\/p>\n\n\n\n<p> P. Navas,&nbsp; <strong>R.C. Yu<\/strong>, B. Li and G. Ruiz. Modeling the dynamic fracture in concrete: an eigensoftening meshfree approach. <em>International Journal of Impact Engineering<\/em>, 113(2018)9-20<\/p>\n\n\n\n<p> P. Navas,&nbsp; L. Sanavia, S. Lopez-Querol and <strong>R.C. Yu<\/strong>.&nbsp; U \u2212 w formulation for dynamic problems in large deformation regime solved through an implicit meshfree scheme. <em>Computational Mechanics<\/em>, in press, 2018<\/p>\n\n\n\n<p> P. Navas, S. Lopez-Querol, <strong>R.C. Yu<\/strong> and&nbsp; M. Pastor. Optimal transportation meshfree method in geotechnical engineering problems under large deformation regime. <em>International Journal for Numerical Methods in Engineering<\/em>, 115(2018)1217-1240<\/p>\n\n\n\n<p> P. Navas,&nbsp; L. Sanavia, S. Lopez-Querol and <strong>R. C. Yu<\/strong>.&nbsp; Explicit meshfree solution for large deformation dynamic problems in saturated porous media. Acta Geotechnica, 13(2018)227-242<\/p>\n\n\n\n<p> J.J. Ortega, G. Ruiz, <strong>R.C. Yu<\/strong>, N. Afanador-Garc\u00eda, M.&nbsp;Tarifa, E. Poveda, X.X.&nbsp;Zhang and F. Evangelista Jr.,&nbsp; Number of tests and corresponding error in concrete fatigue. <em>International Journal of Fatigue<\/em> 116 (2018) 210\u2013219.<\/p>\n\n\n\n<p><strong>2017<\/strong><\/p>\n\n\n\n<p> L. Garijo, X.X. Zhang, G. Ruiz, J.J. Ortega and<strong> R.C. Yu<\/strong>. Advanced mechanical characterization of NHL mortars and cohesive simulation of their failure behavior. <em>Construction and Building Materials<\/em> 153 (2017) 569\u2013577.<\/p>\n\n\n\n<p> J.D. R\u00edos, H. Cifuentes, <strong>R.C. Yu<\/strong> and G. Ruiz. Probabilistic flexural fatigue in plain and fiber-reinforced concrete. <em>Materials<\/em> 10, 767 (2017) 1\u201325.<\/p>\n\n\n\n<p> E. Poveda, G. Ruiz, H. Cifuentes, <strong>R.C. Yu<\/strong> and X.X. Zhang. Influence of the fiber content on the compressive low-cycle fatigue behavior of self-compacting SFRC. <em>International Journal of Fatigue<\/em> 101 (2017) 9\u201317.<\/p>\n\n\n\n<p> M.J. Rivas-L\u00f3pez, <strong>R.C. Yu<\/strong>, J. L\u00f3pez-Fidalgo and G. Ruiz. Optimal experimental design on the loading frequency for a probabilistic fatigue model for plain and fibre-reinforced concrete. <em>Computational Statistics and Data Analysis<\/em> 113 (2017) 363\u2013374.<\/p>\n\n\n\n<p><strong>2016<\/strong><\/p>\n\n\n\n<p><strong> R.C. Yu<\/strong>, H. Cifuentes, I. Rivero, G. Ruiz and X.X. Zhang. Dynamic fracture behaviour in fibre-reinforced cementitious composites. <em>Journal of the Mechanics and Physics of Solids<\/em> 93 (2016) 135\u2013152.<\/p>\n\n\n\n<p> Y. Wu, S.L. Xu, Q. Li, G. Ruiz and <strong>R.C. Yu<\/strong>. Estimation of real fracture parameters of a dam concrete with large size aggregates through wedge splitting tests of drilled cylindrical specimens. <em>Engineering Fracture Mechanics<\/em> 163 (2016) 23\u201336.<\/p>\n\n\n\n<p>G. Ruiz, J.J. Ortega, <strong>R.C. Yu<\/strong>, S.L. Xu and Y. Wu. Effect of size and cohesive assumptions on the double-<em>K<\/em> fracture parameters of concrete. <em>Engineering Fracture Mechanics<\/em> 166 (2016) 198\u2013217.<\/p>\n\n\n\n<p> R. Porras, J.R. Carmona, <strong>R.C. Yu<\/strong> and G. Ruiz. Experimental study on the fracture of lightly reinforced concrete elements subjected to eccentric compression. <em>Materials and Structures<\/em> 49, pp. 87-100, 2016.<\/p>\n\n\n\n<p> P. Navas, S. L\u00f3pez-Querol, <strong>R.C. Yu<\/strong> and B. Li.&nbsp; B-Bar based algorithm applied to meshfree schemes to solved unconfined seepage problems through porous media. <em>International Journal for Numerical and Analytical Methods in Geomechanics<\/em>, 40:962-984, 2016.<\/p>\n\n\n\n<p> P. Navas, <strong>R.C. Yu<\/strong>, S. L\u00f3pez-Querol and B. Li.&nbsp; Dynamic consolidation problems in saturated soils solved through u-w formulation in a LME meshfree framework.<em> Computers and Geotechanics,<\/em>79(2016)55-72<\/p>\n\n\n\n<p> H. Zhang and <strong>R.C. Yu<\/strong>. Inclined fibre pullout from a cementitious matrix: a numerical study. <em>Materials<\/em> 9, 800 (2016).<\/p>\n\n\n\n<p> Q. Li, B. Huang, S. Xu, B. Zhou and <strong>R.C. Yu<\/strong>. Compressive fatigue damage and failure mechanism of fibre reinforced cementitious material with high ductility. <em>Cement and Concrete Research<\/em> 90(2016) 174-183.<\/p>\n\n\n\n<p><strong>2015-2002<\/strong><\/p>\n\n\n\n<p> E. Poveda, <strong>R.C. Yu<\/strong>, J.C. Lancha and G. Ruiz, A numerical study on the fatigue life design of concrete slabs for railway tracks, <em>Engineering Structures<\/em> 100 (2015) 455-467<\/p>\n\n\n\n<p> A. Medeiros, X.X. Zhang, G. Ruiz, <strong>R.C. Yu<\/strong>&nbsp; and M.S.L. Velasco. Effect of the loading frequency on the compressive fatigue behavior of plain and fiber reinforced concrete. <em>International Journal of Fatigue, <\/em>70 (2015) 342-350<\/p>\n\n\n\n<p> X.X. Zhang, A.M. Abd Elzaim, G. Ruiz&nbsp; and <strong>R.C. Yu<\/strong>. Fracture behaviour of steel-fibre reinforced concrete at a wide range of loading rates. <em>International Journal of Impact Engineering, <\/em>71(2014) 89-96.<\/p>\n\n\n\n<p> Saucedo, L., <strong>R.C. Yu<\/strong>, A. Medeiros, X.X. Zhang and G. Ruiz. A probabilistic fatigue model based on the initial distribution to consider frequency effect in plain and fibre reinforced concrete. <em>International Journal of Fatigue,<\/em> 48(2013)308\u2013318.<\/p>\n\n\n\n<p> J.R. Carmona, R. Porras, <strong>R.C. Yu<\/strong> and G. Ruiz. A fracture mechanics model to describe the buckling behavior of lightly reinforced concrete columns. <em>Engineering Structures<\/em> 49 (2013) 588-599.<\/p>\n\n\n\n<p> A. Rosa, <strong>R.C. Yu<\/strong>, G. Ruiz, L. Saucedo and&nbsp; J.L.A. Sousa, A loading rate dependent cohesive model for concrete fracture, <em>Engineering Fracture Mechanics<\/em> 71(2012) 897-911.<\/p>\n\n\n\n<p> L. Saucedo, <strong>R.C. Yu<\/strong> and G. Ruiz, Fully-developed FPZ length in quasi-brittle materials. <em>International Journal of Fracture<\/em> 178(2012) 97\u2013112.<\/p>\n\n\n\n<p> X.X. Zhang,&nbsp; G. Ruiz, <strong>R.C. Yu<\/strong>, E. Poveda and R. Porras, Rate effect on the mechanical properties of eight types of high-strength concrete and comparison with FIB MC2010. <em>Construction and Building Materials<\/em> 30, pp. 301-308, 2012.<\/p>\n\n\n\n<p> I. Iglesias,&nbsp; B. Acosta,&nbsp; <strong>R.C. Yu<\/strong>, G. Ruiz, M. Aineto&nbsp; and A. Acosta, Study of Mechanical Characterization of Ceramic Specimens from a Brazilian Test Adaptation. <em>Materiales de Construcci\u00f3n<\/em> 61(2011)417-429.&nbsp;<\/p>\n\n\n\n<p> Ruiz, G., Zhang, X.X., <strong>R.C. Yu<\/strong>, Porras, R., Poveda, E. and del Viso, J.R., Effect of loading rate on fracture energy of high-strength concrete, <em>Strain<\/em> 47(2011)518-524.<\/p>\n\n\n\n<p> <strong>R.C. Yu<\/strong>,&nbsp; L. Saucedo and G. Ruiz, Finite-element study of the diagonal-tension failure in reinforced concrete beams, <em>International Journal of Fracture<\/em> 169(2011)169-182.<\/p>\n\n\n\n<p> X.X. Zhang,&nbsp; G. Ruiz and <strong>R.C. Yu<\/strong>, A new drop-weight impact machine for studying fracture processes in structural concrete, <em>Strain<\/em> 46(2010) 252\u2013257.<\/p>\n\n\n\n<p> X.X. Zhang, <strong>R.C. Yu<\/strong>, G. Ruiz, M. Tarifa and M.A. C\u00e1mara, Effect of loading rate on crack velocities in HSC, <em>International Journal of Impact Engineering<\/em> 37(2010) 359-370.<\/p>\n\n\n\n<p>X.X. Zhang, G. Ruiz, <strong>R.C. Yu <\/strong>and M. Tarifa, Fracture behaviour of high-strength concrete at a wide range of loading rates, <em>International Journal of Impact Engineering<\/em> 36(2009) 1204-1209.<\/p>\n\n\n\n<p> X.X. Zhang, G. Ruiz and <strong>R.C. Yu<\/strong>, Experimental study of combined size and strain rate effects on the fracture of reinforced concrete, <em>Journal of Materials in Civil Engineering<\/em> 20:(2008) 544-551.<\/p>\n\n\n\n<p><strong>R.C. Yu<\/strong>, X.X. Zhang and G. Ruiz, Cohesive modeling of dynamic fracture in reinforced concrete, <em>Computers and Concrete<\/em> 5(2008)389-400.<\/p>\n\n\n\n<p><strong>R.C. Yu<\/strong>, G. Ruiz and E.W.V Chaves. A comparative study between discrete and continuum models to simulate concrete fracture, <em>Engineering Fracture Mechanics<\/em> 75(2008) 117-127.<\/p>\n\n\n\n<p> X.X. Zhang, R. Liu, <strong>R. C. Yu<\/strong>, Strain rate and temperature effects on the yielding strength of a shipbuilding steel, <em>Strain <\/em>(2007) 43:58\u201361.<\/p>\n\n\n\n<p><strong>R.C. Yu<\/strong> and Ruiz, G., Explicit finite element modelling of static crack propagation in reinforced concrete. International Journal of Fracture 141(2006)357\u2013372.<\/p>\n\n\n\n<p><strong>R.C. Yu<\/strong> and Ruiz, G., Modeling of static multi-cracking fracture processes in concrete using dynamic relaxation, <em>Computers and Concrete<\/em> 71(2004) 371-388.<\/p>\n\n\n\n<p><strong>R.C. Yu<\/strong>, G. Ruiz, G. and A. Pandolfi, Numerical investigation of the dynamic behavior of advanced ceramics, <em>Engineering Fracture Mechanics<\/em> 71(2004) 897-911.<\/p>\n\n\n\n<p><strong>R.C. Yu<\/strong>, A. Pandolfi, M. Ortiz, D. Coker, and A. Rosakis, Three dimensional simulation of intersonic crack growth in unsymmetrically loaded&nbsp; unidirectional composite plates, <em>International Journal of Solids &amp; Structures<\/em>39(2002) 6135-6157.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Research ID:\u00a0 C-7140-2009 ORCID: http:\/\/orcid.org\/0000-0003-4176-0324 Research Gate: https:\/\/www.researchgate.net\/profile\/Rena_Yu Google Scholar: https:\/\/scholar.google.com\/citations?user=o1Bm0yQAAAAJ&amp;hl=en SCI papers 2025 H. Chen, Z. Wu, R.C. Yu (2025). Simulation of mixed mode I-II fatigue crack propagation in concrete with different strengths. Theoretical and Applied Fracture Mechanics, 104779. W. Zhang, Z. Wu, R.C. Yu, J. Zheng (2025). Modelling unstable crack propagation in concrete [&hellip;]<\/p>\n","protected":false},"author":61,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-19","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/pages\/19","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/users\/61"}],"replies":[{"embeddable":true,"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/comments?post=19"}],"version-history":[{"count":8,"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/pages\/19\/revisions"}],"predecessor-version":[{"id":402,"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/pages\/19\/revisions\/402"}],"wp:attachment":[{"href":"https:\/\/blog.uclm.es\/chengxiangyu\/wp-json\/wp\/v2\/media?parent=19"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}