Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation results of the EDFs produced by steel tubes, F dt , for full-scale Hyperloop including a 12 pole–6 module HTS magnet. ( a ) F dt produced by Hi-Mn and AISI 1010 steel tubes corresponding to various d st values at velocities of 50 and 1200 km/h, respectively. ( b ) F dt produced by Hi-Mn, AISI 1010, and imaginary steel tubes corresponding to various operating velocities at d st of 0.75 m.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques: Produced

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation result of the EDFs produced by non-insulated Hi-Mn steel rebars, F dg , corresponding to various number of nodes at velocities of 200 km/h for full-scale Hyperloop including a 12 pole–6 module HTS magnet.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques: Produced

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation results of the EDFs, F dg , generated by rebars for full-scale Hyperloop including a 12 pole–6 module HTS magnet. ( a ) F dg generated by Hi-Mn and AISI 1010 steel rebars corresponding to its various operating velocities for the non-insulation and ( b ) insulation cases.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques: Generated

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation result of the 3D half-model for shaded B for the AISI 1010 steel tube using a 2 pole-1 module HTS magnet with v of 50 km/h at d st of 0.75 m.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques:

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: Parameters of steel rebars for 3D FEA simulations.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques: Permeability

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation results of the current densities, J , generated by AISI 1010 rebars for a 2 pole-1 module HTS magnet with v of 200 km/h at d sr of 0.27 m. ( a ) Non-insulation and ( b ) insulation rebars with the same upper bound of shaded J plot.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques: Generated

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation result of the EDFs produced by Hi-Mn steel tubes, F dt , corresponding to various number of nodes at velocities of 50 km/h for full-scale Hyperloop including a 12 pole–6 module HTS magnet.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques: Produced

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation result of the 3D half-model for shaded B plot of the AISI 1010 steel tube using a 2 pole-1 module HTS magnet with v of 50 km/h at d st of 0.75 m.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques:

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation results of F d produced by tubes as well as EDS rails for full-scale Hyperloop including a 12 pole–6 module HTS magnet along to various operating velocities at d st of 0.75 m and Δ z of 0.05 m.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques: Produced

Journal: Scientific Reports

Article Title: Electromagnetic drag forces between HTS magnet and tube infrastructure for hyperloop

doi: 10.1038/s41598-023-39916-7

Figure Lengend Snippet: 3D FEA simulation results of the 3D half-models (Siemens MagNet) with a 2 pole-1 module HTS magnet with v of 200 km/h at d st of 0.75 m. ( a ) Shaded B plot and ( b ) shaded J plot for the AISI 1010 steel tube with EDS rails.

Article Snippet: Three different models with rebars, steel tubes, and EDS rails were constructed, and 3D FEA simulations (Siemens MagNet) were performed to calculate each EDF to obtain the total EDF.

Techniques:

Journal: Obesity Surgery

Article Title: Mechanism of Staple Line Leak After Sleeve Gastrectomy via Isobaric Pressurisation Concentrating Stress Forces at the Proximal Staple Line

doi: 10.1007/s11695-022-06110-z

Figure Lengend Snippet: Finite element model of proximal staple line leak. A Total gastrectomy and oesophagojejunostomy with the site of the leak cicatrizing the stomach. B Axial section of abdominal CT with extraluminal gas (arrow) tracking through fistula. C Rendered stomach from the volumetric CT taken of a patient with staple line leak after sleeve gastrectomy demonstrating leak cavity (arrow). D FEA simulation with maximal wall stress at the incisura of 282 kPa. Peak stress at the site of leak was 135 kPa

Article Snippet: FEA simulation was undertaken using ANSYS Software (Fluent, ANSYS 18.0, PA, USA).

Techniques: