Analisis Kegagalan Pada Roda Gigi Miring Intermediate Gear 2 Pada Gear Box Untuk Roller Press Milling Machine by Andri Anto, Dedison Gasni

“…It is showed that from contact mechanic analysis showed that Hertzian stress and shear stress at surface and at sub surface were excessive. …”
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Mechanical Analysis of Preventing Reflection Cracks Based on Stress Absorbing Layer by Lingjie Han, Shihao Zhang, Zhengqi Zhang, Taotao Gao

“…When the thickness of the stress absorption layer is 2.5 cm, the values of tensile stress σX, equivalent stress σMises and maximum shear stress τMax are 31.7%, 29.2%, and 25.7% lower than those of the layer without addition, respectively. …”
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Performance of Partial and Cavity Type Squealer Tip of a HP Turbine Blade in a Linear Cascade by Levent Kavurmacioglu, Hidir Maral, Cem Berk Senel, Cengiz Camci

“…The two-equation turbulence model, shear stress transport (SST), has been used. The tip profile belonging to the Pennsylvania State University Axial Flow Turbine Research Facility (AFTRF) was used to create an extruded solid model of the axial turbine blade. …”
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Passive Ultrasonic Irrigation Efficacy in the Vapor Lock Removal: Systematic Review and Meta-Analysis by Mario Dioguardi, Giovanni Di Gioia, Gaetano Illuzzi, Domenico Ciavarella, Enrica Laneve, Giuseppe Troiano, Lorenzo Lo Muzio

“…There is a stronger shear stress and a vapor lock reduction. Aim of this systematic review was to figure out the effects of the PUI on the vapor lock removal, during irrigation. …”
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Effects of elastic anisotropy on the small fatigue crack deflection behavior of α-brass by Jinta Arakawa, Ryushin Kamada, Ryo Yabuki, Yuki Ogawa, Hiroyuki Akebono, Atsushi Sugeta

“…We calculated the slip factor, which is the non-dimensional resolved shear stress, for each slip system of the grain and investigated the relationship between the behavior of the small crack and the slip factor. …”
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A computational fluid dynamics analysis of the aerodynamic influence of angles of attack on the Skylon spaceplane by Vivekamanickam Koothan Venkateswaran, Unai Fernandez Gamiz, Ana Boyano, Jesus Maria Blanco

“…The lift coefficient CL and drag coefficient CD are analyzed using the shear-stress transport k–ω model, and a comparison is made between the theoretical and simulated values. …”
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Simulation of Bending Fracture Process of Asphalt Mixture Semicircular Specimen with Extended Finite Element Method by Tian Xiaoge, Ren Zhang, Zhen Yang, Yantian Chu, Shaohua Zhen, Yichao Xv

“…According to the stress state at the crack tip, the initiation angle and its propagation paths were analyzed, and it was pointed out that the increase of the shear stress component caused the crack initial angle to increase with the increase of Me.…”
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Temperature Adaptability of Asphalt Pavement to High Temperatures and Significant Temperature Differences by Xueying Zhao, Aiqin Shen, Baofu Ma

“…Moreover, when rutting depth, maximum shear stress of the asphalt course, deflection on the pavement surface, and compressive strains at the subgrade top surface were taken as the evaluation indices, the adaptability of asphalt pavements using compound base courses had obvious advantage due to their strong absorption and reflection of load impact. …”
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Morphologic and hemodynamic analysis of intracranial mirror aneurysms by Spitz L., Schmidt J., Korte J., Berg P., Behme D., Neyazi B., Preim B., Saalfeld S.

“…In the unaltered datasets, we found that blood flow within aneurysms in the left hemisphere has higher wall shear stress and velocity. After stitching, we found that both upstream parent vessel as well as aneurysm morphology influence hemodynamics. …”
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Bond Behavior of Wet-Bonded Carbon Fiber-Reinforced Polymer-Concrete Interface Subjected to Moisture by Yiyan Lu, Tao Zhu, Shan Li, Zhenzhen Liu

“…Under moisture conditioning, the maximum shear stress (τmax) and corresponding slip (smax) of the bond-slip curve first increased and then decreased or fluctuated over time. …”
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Experimental Investigation on Long-Term Strength and Acoustic Emission Characteristics of Coal Pillar under Inclined Compression Loading by Chong Li, Sifeng He, Zhijun Xu

“…Moreover, the cumulative AE energy gradually decreases with the increase of the inclination angles, which indicated that the shear stress caused by the specimen inclination can make crack initiation and propagation with less energy absorption. …”
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Effect of the Prodegradant-Additive Plastics Incorporated on the Polyethylene Recycling by Miguel Aldas, Andrea Paladines, Vladimir Valle, Miguel Pazmiño, Francisco Quiroz

“…Also, the feasibility of the blends reprocessing was determined by analysing the melt flow index for each heating process and shear stress applied. It was evidenced that the increment of the content of the degraded material in the neat LDPE decreased the mechanical strength and the processability of blends due to the imminent thermal degradation. …”
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High-Temperature Rutting Resistance of Inverted Asphalt Pavement Structure by Yingjun Jiang, Yu Zhang, Changqing Deng, Yong Yi, Tian Tian, Kejia Yuan

“…The results show that, compared with the traditional asphalt pavement structure (TAPS), 4 cm AC-13 mixture + 6 cm AC-20 mixture + 8 cm AC-25 mixture + 54 cm cement-stabilized macadam, the maximum shear stress of the IAPS can be reduced by ∼1.7% along with improvements in rutting resistance by ∼16% and ∼12% under wheel loads of 0.7 and 1.2 MPa, respectively. …”
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Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members by Seok-Joon Jang, Dae-Hyun Kang, Kyung-Lim Ahn, Wan-Shin Park, Sun-Woong Kim, Hyun-Do Yun

“…This paper addresses the effects of hooked-end steel fibre contents on the mechanical properties of high-performance concrete (HPC) and investigates the feasibility of utilizing steel fibres to simplify the complicated reinforcement detailing of critical HPC members under high shear stress. Mechanical properties of HPCs with specified compressive strength of 60 and 100 MPa include the flow, air content, compressive strength, and flexural strength. …”
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Application of various methods in design for control of bed erosion and river modification aiding numerical simulation by Aref Kohzadi, Kamran Mohammadi, Afshin Eghbalzadeh

“…Then, the areas of the river bed that are subject to erosion were investigated using methods of critical shear stress, RBS index and critical unit discharge. …”
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Experimental Observation on the Pure Torsional Ratchetting of Polycarbonate Polymer at Room Temperature by Fucong Lu, Bencheng Zhang, Bo Wu, Zhiwen Wu, Xiao Suo

“…The results show that the torsional ratchetting of the polymer obviously depends on the applied shear stress level, stress rate, and peak stress hold; the shear ratchetting strain and its rate increase with the increasing mean stress, stress amplitude, and peak stress hold time and with the decreasing stress rate. …”
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Effect of Blade Number on Internal Flow and Performance Characteristics in Low-Head Cross-Flow Turbines by Ephrem Yohannes Assefa, Asfafaw Haileselassie Tesfay

“…Simulations were performed using ANSYS CFX, incorporating steady-state conditions, a two-phase flow model with a movable free surface, and a shear stress turbulence model. The results indicate that the 28-blade configuration achieved a maximum hydraulic efficiency of 83%, outperforming the preset 24-blade setup by 6%. …”
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Deformation and Rupture of Thin Steel Plates due to Cumulative Loading from Underwater Shock and Bubble Collapse by Julian J. Lee, Malcolm J. Smith, James Huang, Geoffrey T. Paulgaard

“…Finally, finite-element analysis using a failure criterion based on normalized shear stress and effective strain has been used to examine the failure limits.…”
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An Investigation on the Influences of Construction Schemes on Backfilling the River-Crossing Section of a Utility Tunnel by Jin-Kun Huang, Zhao-Xiang Lu, Wan-Yun Yin, Ren-Cai Jin, Yuan-Di Qian, Si-Dong Shen, Lei Wang

“…The results show that the displacement of the side wall of the utility tunnel increased first and then decreased with increasing backfill soil in the unilateral backfill mode, and there was little displacement in the bilateral backfill mode. The shear stress of the side wall of the utility tunnel in both the unilateral and bilateral backfill modes gradually increased with the backfill process. …”
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Experimental Study on Uniaxial Compression Fracture Process of Marble Specimens with Circular Holes with Different Diameters by Peng Yan-yan, Xing Ming-hong, Lin Qun-chao, Guo Peng-fei

“…The main failure type of marble specimens with circular holes is tension shear failure; the macroscopic failure zone of the sample, the strain field localization zone, and the maximum shear stress field of the numerical test are distributed in a semi-“X” shape with the hole as the center. …”
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