Evolution of crack paths and compliance in round bars under cyclic tension and bending by J. Toribio, J.C. Matos, B. González, J. Escuadra

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Micromodels for the in-plane failure analysis of masonry walls: Limit Analysis, FEM and FEM/DEM approaches by Marco Pepe, Marco Pingaro, Patrizia Trovalusci, Emanuele Reccia, Lorenzo Leonetti

“…In the last decades the modeling of masonry structures has become an argument particularly appealing for many researchers and a large variety of numerical techniques have been formulated with the aim to produce practical applications in civil engineering, with special reference to the preservation and restoration of cultural heritage. …”
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Application of machine learning methods on investigation the effect of interrupted deflector's height and downstream depth changes on energy dissipation at flip bucket spillways by Arash Adib, Danial Ebrahimzadeh, Mahmood S. Bejestan, Morteza Lotfirad, Masoud Oulapour

“…Flip bucket is a type of energy dissipator structure. Flip buckets can sometimes be improved by adding wedge-shaped deflectors. …”
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Effect of concrete cover thickness and main reinforcement ratio on flexural behavior of RC beams strengthened by NSM-GFRP bars by Hesham EL-Emam, Alaa El-Sisi, Ramy Reda, Mohamed Seleem, Mohamed Bneni

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Enhancement of punching shear behavior of reinforced concrete flat slabs using GFRP grating by Haitham M.F. Mostafa, Ahmed A. Mahmoud, Tarek S. Mustafa, Ahmed N. M. Khater

“…The literature review showed insufficient relevant research on the application of Glass-Fiber-Reinforced-Polymers (GFRP) gratings in the structural elements, while GFRP bars, laminate, sheets, and strips, have been extensively explored. …”
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Behavior of precast reinforced concrete columns subjected to monotonic short-term loading by S. S. R. Pereira, H. Carvalho, J. V. F. Dias, V. R. Verga M., P. A. Montenegro

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Dependence of the mechanical fracture energy of the polymeric composite material from the mixture of filler fractions by E. M. Nurullaev, A. S. Ermilov

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Elastic compliance of single-edge-notched tension SE(T) (or SENT) specimens by B. Tyson, P. Ding, X. Wang

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Four-point bending test on a middle strength rock: numerical and experimental investigations by Aria Mardalizad, Riccardo Scazzosi, Andrea Manes, Marco Giglio

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Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method by Liu Bing, Qi Yaoguang, Du Jiyun

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Fatigue characterization of a crankshaft steel: Use and interaction of new models by Sergio Blasón, Cristina Rodríguez, Alfonso Fernández-Canteli

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Four-point bending test on a middle strength rock: numerical and experimental investigations by Aria Mardalizad, Riccardo Scazzosi, Andrea Manes, Marco Giglio

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Influence of the applied layer on the state of stress in a bimetallic perforated plate under two load variants by Mateusz Marcin Konieczny, Henryk Achtelik, Grzegorz Gasiak

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Fatigue characterization of a crankshaft steel: Use and interaction of new models by Sergio Blasón, Cristina Rodríguez, Alfonso Fernández-Canteli

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Fracture toughness and fatigue resistance of quenched and tempered steels with microstructures deriving from a slant quench. Consequences on technical standards by D. Firrao, P. Matteis

“…In addition, the fatigue crack propagation rate is adversely affected by inhomogeneous metallographic structures. It is inferred that experimental results and ensuing considerations should be taken into account when formulating technical norms.…”
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Experimental and numerical evaluation of compression confinement techniques for HSC beams reinforced with different ratios of high strength steel reinforcement by Mohamed Bneni, Abd El-Monem I. El-Kholy, Ahmed. M. E. Elkilani, Seleem S. E. Ahmad

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Fracture toughness and fatigue resistance of quenched and tempered steels with microstructures deriving from a slant quench. Consequences on technical standards by D. Firrao, P. Matteis

“…In addition, the fatigue crack propagation rate is adversely affected by inhomogeneous metallographic structures. It is inferred that experimental results and ensuing considerations should be taken into account when formulating technical norms.…”
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Numerical Simulation Method Study of Rock Fracture Based on Strain Energy Density Theory by Shuchen Li, Luchen Zhang, Qian Sun, Ma Tengfei

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Analysis of above-ground steel storage tanks resting over piles or stone columns by Tarek Salem, Hassan Maaly, Ahmed Abdelbaset

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Analysis of Above-Ground Steel Storage Tanks Resting Over Piles or Stone Columns by Tarek Salem, Hassan Maaly, Ahmed Abdelbaset

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