Optimizing strength and corrosion resistance of the metastable β-alloy Ti–35Nb–7Zr–5Ta alloy by equal-channel angular pressing by R. Silva, J. Silva, C.C. Viana, C.R.M. Afonso, P. Hammer, D.C.C. Magalhães, A.H. Plaine, C.A.D. Rovere

“…This study examines how microstructural evolution through equal-channel angular pressing (ECAP) at room temperature and 300 °C influences Young's modulus, hardness, and corrosion resistance. …”
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Analytical Solution for Composite Foundation with Permeable Pipe Piles Under Uniform Opening Based on Modified Equal Strain Assumption by Weitao YANG, Zheng CHEN, Yaru DUAN, Guoxiong MEI

“…The soil consolidation differential equations and definite solution conditions are established based on the modified equal strain assumption to explore the consolidation characteristics of a composite foundation treated by permeable pipe piles under external loads. …”
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Effect of Curvature on the Mechanical Properties of Graphene: A Density Functional Tight-binding Approach by Morteza Ghorbanzadeh-Ahangari

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The Impact of Composite Nanomaterials on Physiochemical and Durability of Asphalt Binders by Baran Ramadhan Omer, Ganjeena J. Khoshnaw

“…The results demonstrated that the addition of 2% nanomaterials improved penetration by 34% and 41% for unaged and aged samples, respectively, while a 4% addition reduced temperature susceptibility by 64% for aged binders in a mix containing equal amounts of combined nanomaterials. DSR analysis indicated enhanced stiffness and viscoelastic properties, with increased complex shear modulus (G*) and reduced phase angle (δ). …”
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Physical and Mechanical Properties of Ti-Zr-Nb Alloys for Medical Use by Konstantin V. Sergienko, Sergei V. Konushkin, Mikhail A. Kaplan, Artem D. Gorbenko, Yucheng Guo, Elena O. Nasakina, Maria A. Sudarchikova, Tatiana M. Sevostyanova, Yaroslava A. Morozova, Lyudmila A. Shatova, Sofia A. Mikhlik, Mikhail A. Sevostyanov, Alexey G. Kolmakov

“…It is known that the lowest modulus of elasticity in titanium alloys at normal temperature is achieved by the phase composition consisting of metastable β-phase. …”
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Durability Capacity Change of Rubber Powder Composite BRA Modified Asphalt Mixture by Qiyu Pan, Huandong Pang

“…The experimental part mainly focuses on the composite modified asphalt mixture water resistance test, the high temperature stability test, and the low temperature crack resistance test, and it is concluded that the rubber powder and the BRA compound modification can equalize the improvement effect of strength, modulus, and strain. …”
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Effect of fiber treatment on flexural properties of natural fiber reinforced composites: A review by Mohit Sood, Gaurav Dwivedi

“…This paper reviews how fiber treatments upshot to flexural strength and modulus of natural fiber composites during 2000–2016. …”
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SIMULATION AND ANALYSIS OF THE BUCKLING BEHAVIOR OF A STIFF FILM/COMPLIANT SUBSTRATE COMPOSITE UNDER IN-PLANE COMPRESSION by NIU HongWei, ZHANG Shuai, WEN Min

“…Under uniaxial and non-equal biaxial compression stress,the critical pre-buckling stress decreases with the increase of film/substrate elastic modulus ratio,meanwhile there is only one nonzero buckling wave number in the direction of the plane. …”
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CRITERIA FOR SELECTION OF ALLOYING COMPONENTS AND BASE COMPOSITIONS FOR MANUFACTURING OF MECHANICALLY ALLOYED DISPERSION-STRENGTHENED MATERIALS ON THE BASIS OF METALS by F. G. Lovshenko, G. F. Lovshenko

“…Experimental investigations have shown that an optimum complex of mechanical properties is obtained in the case when nano-sized strengthening phase is equal to 3–5 % (volume). The phases applied for dispersion strengthening must have high value of shear modulus that determines their hardness and strength. …”
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Analytical Solution for Consolidation of Vertical Drains-Impervious Columns Multiple Composite Foundation under Nonuniform Distribution of Initial Pore Pressure by Yuguo Zhang, Yamin Zhao

“…Based on the axisymmetric model, the consolidation control equations based on the assumption of equal strain are established for the vertical drains-impervious columns multi-composite foundation consolidation problem, and the analytical solutions are given for the drains-impervious columns multiple composite foundation consolidation with trapezoidal, rectangular, positive triangular and inverted triangular distribution of initial pore pressure. …”
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Characterization of Mechanical, Morphological, and Dynamic Mechanical Properties of Jute/Kenaf/Glass Fiber/Epoxy Modified With Various Nanofiller Hybridized Nanocomposites by Sathish Thanikodi, Solairaju Jothi Arunachalam, Rathinasamy Saravanan, Jayant Giri, Muzhda Azizi, Ahmad O. Hourani, Faouzi Nasri

“…ABSTRACT The study investigates the physical properties, strength, and flexibility of the jute/kenaf/glass reinforced composite. The composite is infused with equal quantities of silicon dioxide (SiO2), nanographene, and multi‐walled carbon nanotubes (MWCNTs) at a concentration of 5 wt%, as specified by ASTM standards. …”
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LONG-TIME INVESTIGATION OF CEMENT PASTES WITH MICRONIZED OLD CONCRETE, INFLUENCE OF DIFFERENT TYPE OF MIXING APPROACH ON MECHANICAL PROPERTIES by Zdeněk Prošek, Pavel Tesárek

“…The mechanical properties of the resulting composites were the main comparative parameter. The determined mechanical properties were dynamic modulus of elasticity, dynamic shear modulus, flexural strength and compressive strength. …”
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Synthesis and characterization of a hydrogel film based on chitosan/carboxymethyl cellulose for food packaging applications by Saba Sabzevari, Hasan Farrokhzad, Ali Poorkhalil

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Ternary Restoration Binders as Piezoresistive Sensors: The Effect of Superplasticizer and Graphene Nanoplatelets’ Addition by Maria-Evangelia Stogia, Ermioni D. Pasiou, Zoi S. Metaxa, Stavros K. Kourkoulis, Nikolaos D. Alexopoulos

“….%) significantly increases flexural strength when added in equal quantity to superplasticizer (SP1 series). …”
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Using Siberian Fir (Abies sibirica) Dead Wood in Wood Fiberboard Production by Aleksandr Vititnev, Sergei Kazitsin

“…Fiber refining was performed using fibrillating refiner discs with all other conditions being equal. The paper considered the changes in quality indicators and fractional composition of fibers during the preparation of wood fiber pulp after different periods of wood death, as well as physical and mechanical properties of produced boards. …”
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Design and development of advanced Al-Ti-V alloys for beampipe applications in particle accelerators by Kamaljeet Singh, Kangkan Goswami, Raghunath Sahoo, Sumanta Samal

“…Further, we experimentally verify the elastic modulus of the alloy-1 and compute the FoM equal to 0.416, which is better than other existing materials for beampipes in low-energy experiments.…”
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Deformation, failure, and crack propagation characteristics of fissured red sandstone under uniaxial compression condition by Sijiang Wei, Wenyu Wang, Dahua Ren, Meng Wang, Lei Wang, Wenlong Shen, Jichun Kang, Yushun Yang

“…AE events can be divided into three stages: quiet period, stable growth period, and boom period, and the quiet period extends with the increase in dip angle. When α < 45° and equal to 90°, the samples show tensile failure mode, and the rest shows tension-shear composite failure mode.…”
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Additive manufacturing of alumina refractories by binder jetting by Enrico Storti, Patricia Kaiser, Marc Neumann, Alban Metallari, Filippo Gobbin, Hamada Elsayed, Jana Hubálková, Paolo Colombo, Christos G. Aneziris

“…The samples were characterized in terms of Young's modulus of elasticity, bending and compressive strength in 2 directions (parallel and perpendicular to the printing direction). …”
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Investigation of buckling modes of sandwich specimens with facing layers from [0°]s fiber-reinforced plastic under axial compression by V.N. Paimushin, S.A. Kholmogorov, N.V. Polyakova, M.A. Shishov

“…Based on the analysis of the results obtained, it was shown that failure for these specimens is most likely due to the buckling in such a macroscale flexural-shear mode, which is predominantly transverse-shear and is realized when the compressive stress averaged over the thickness of the facing layers is equal to the shear modulus of the transverse shear of the composite in the vicinity of the end section of the working length of the specimen in its unperturbed state.…”
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Physical Model Tests on Reinforced Loess Foundation Model Under Wetting and Loading by ZHANG Wan, MU Hongkun, LIU Fengyin, GUO Huaining, ZHAO Wei, XUE Yifeng

“…When the foundation was damaged, the crack depth equaled the depth of the entire reinforced zone, and the maximum crack width reached 2.5 cm. …”
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