... BY 4.0 licence . FEM Substructure technique CDM Composite metal foams Porous materials Since MMSFs are inhomogeneous materials, constructing accurate models out of them and studying their wave propagation is a difficult task. There are many different methods to study such wave...

... may reproduce, distribute, translate and create derivative works of this article (for both commercial and non-commercial purposes), subject to full attribution to the original publication and authors. The full terms of this licence may be seen at Link to the terms of the CC BY 4.0 licence . FEM...

... with the standards and are less heavy. Finally, the feasibility of the design proposed by the GA will be tested by FEM. Findings The structural integrity of the design resulting from the application of GA (which complies with DNV regulations) has been evaluated by means of FEM considering different constructive...

... 2024 © Emerald Publishing Limited 2024 Emerald Publishing Limited Licensed re-use rights only Bridge engineering Single-tower cable-stayed asymmetric bridge Reasonable bridge formation status FEM Secondary planning Improved particle swarm algorithm Cable-stayed bridges have...

... assessments using DIC and FEM technologies provides robust empirical evidence, advancing the understanding and optimization of FRP-concrete structure performance. This work holds significance for the broader field of concrete structure reinforcement. Yunfei Zou can be contacted at: zyf13981147047@163.com...

... simulations with the help of FEM. All simulations were performed using MATLAB using the approach and approximations described by Erik G. Thompson in (Thompson, 2004). The first simulation is the elastic and it is the second step in the sequence presented in Figure 1 . The goal is to obtain a matrix...

... driver and passenger carrier safety. Also, a thorough examination due to increased travel speed is needed. Findings Experimental pseudo-dynamic (PSD) results were compared and validated using finite element method (FEM) with two pieces of distinct FEM software (Abaqus® and PamCrash®). The time...

... as shown in Table 1 . Figure 1 Experimental beam layout Table 1 Mechanical properties of the concrete Properties RCB1 SRCB2 f c u (MPa) 38.5 39.6 f t (MPa) 1.75 1.82 Hollow slab beam Steel plate Reinforcement FEM Bearing...

... et al., 2013): © Emerald Publishing Limited 2020 Emerald Publishing Limited Licensed re-use rights only Pipeline Corrosion Elbow Reliability FEM Monte Carlo Algerian General Direction of Scientific Research and Technological Development A01L09UN410120200001...

...-use rights only FEM Extrusion AA6061 Friction spot PVC Safe, lightweight, reliable and high strength of the structures are the demands of the friendly environment. The hybrid structures of polymer‒metal exhibited a wide application in the engineering application due...

... is the contact area in the absence of external load. As an attempt to build an adhesive contact model, the work of adhesion parameter used to model JKR was obtained from Chong et al. (Chong, 2012). FEM Piston ring Contact modeling Stress analysis Dry lubrication conditions...

... method (FEM). Design/methodology/approach A semi-conical hole was manufactured in the AA7075 specimen and a lap joint configuration was prepared with the HDPE specimen. A rotating tool was used to generate the required heat to melt the polymer by the friction with the AA7075 specimen. The applied...

... which method is more suitable for future process analysis. In FEM, the analysis of a non-linear quasi-static system is governed by a set of differential equations. The simplified form of the equation of motion can be represented in the following form (Bathe, 2006 ; LS-DYNA Theory manual, 2006...

... be calculated as follows: Andrea Gilioli can be contacted at: andrea.gilioli@polimi.it 11 02 2017 27 03 2017 © Emerald Publishing Limited 2017 Emerald Publishing Limited Licensed re-use rights only FEM Fatigue Helicopter Structural analysis Computer-aided engineering...

... Emerald Group Publishing Limited 2016 FEM 3D analysis Crack surfaces contact Post-buckling Slender columns are fundamental members in many engineering structures. These structural members often experience cracking due to working conditions, environmental mechanical vibrations, long...