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Integrated Experimental and Computational Analysis of SLM-Fabricated Ti6Al4V Octet-Truss Scaffolds for Bone Tissue Engineering. [PDF]
Materials (Basel)Dogadkin D +7 more
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Research Progress of Additively Manufactured Metallic Lattice Structures. [PDF]
Micromachines (Basel)Tian C, Wang Y, Fan H, Li X.
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Too cold or too warm? Modelling seed set and fruit mass based on the effect of temperature on pollen quality. [PDF]
AoB PlantsZepeda AC +4 more
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Inverse design of curved mechanical metamaterials with geometric AI: a generative diffusion operates in compact latent space of cellular structures. [PDF]
NPJ MetamaterAbu-Mualla M, Huang J.
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Synthetic microbial communities for sustainable hydroponic tomato production. [PDF]
NPJ Sustain AgricWilkinson SW +12 more
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Numerical investigation of the flexural behaviour and composite action of reinforced concrete sandwich panels (RCSP) with EPS core: parametric study using FEA. [PDF]
Sci RepKassa HK, Haldar P, Ahmad A.
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2020
In this chapter, we analyze axially loaded structural elements termed bars or trusses. A truss is connected to other elements only through pins which are connections that do not constrain rotations. Trusses are modeled as discrete elements (or springs) because only axial force (traction or compression) and elongation is evaluated.
Ferreira A. J. M., Fantuzzi N.
openaire +2 more sources
In this chapter, we analyze axially loaded structural elements termed bars or trusses. A truss is connected to other elements only through pins which are connections that do not constrain rotations. Trusses are modeled as discrete elements (or springs) because only axial force (traction or compression) and elongation is evaluated.
Ferreira A. J. M., Fantuzzi N.
openaire +2 more sources
2020
The present chapter generalizes the 2D truss model of the previous chapter as trusses in 3D Cartesian space. Static and free vibration problems are solved transforming the local stiffness into global 3D quantities. Some simple problems are solved in MATLAB and verified with reference codes.
Ferreira A. J. M., Fantuzzi N.
openaire +1 more source
The present chapter generalizes the 2D truss model of the previous chapter as trusses in 3D Cartesian space. Static and free vibration problems are solved transforming the local stiffness into global 3D quantities. Some simple problems are solved in MATLAB and verified with reference codes.
Ferreira A. J. M., Fantuzzi N.
openaire +1 more source