1 Apr – 5 May 2021 · Geotechnical consultancy client (commercial)
- Analysed field and laboratory test data.
- Calculated safe bearing capacity for a shallow foundation.
- Calculated pile capacity.
- Prepared the investigation report.
MSc student in Civil Engineering (Bauingenieurwesen) at TU Darmstadt, Germany.
I model in STAAD Pro, ETABS, ANSYS and HyperMesh, then check the answers against theory.
Sliders need JavaScript. This is the worked example for L = 6 m, w = 10 kN/m, E = 200 GPa, I = 8,000 cm⁴.
δ = 5 × 10.0 kN/m × (6.0 m)⁴ / (384 × 200 GPa × 8,000 cm⁴) = 10.55 mm; span/δ = 569
A hand-calculation check. Run the model, then check the maximum deflection against 5wL⁴/384EI. Beam theory only (bending, no shear deformation, linear elastic).
Graphite/epoxy composite, ball indenter, low-velocity impact
Related papers on Google ScholarGangtok, Sikkim
Rajarhat, New Town
Government MSME testing centre
1 Apr – 5 May 2021 · Geotechnical consultancy client (commercial)
1 Jul – 5 Aug 2021 · Client in Raniganj (commercial)
1 – 30 Dec 2020 · Co-operative housing society (commercial)
1 – 23 Mar 2022 · State government water-supply project, Murshidabad division (commercial)
Projects are being uploaded for users to view. Please stay tuned.
A. Irshad, S. F. Ghous, M. Patra, S. Das Neogi
International conference, Congress of the Indian Society of Theoretical and Applied Mechanics · 2022
A. Irshad, S. F. Ghous, S. Ghosh, S. Das
As listed on Google Scholar.
Links show where the work was done and are limited to what I can document. A tool without a link is one I have trained on and not yet shown in a project here.
2018 – Sep 2022
Maulana Abul Kalam Azad University of Technology, Kolkata, West Bengal, India
Graduated Winter 2022.
Interested in working together? Get in touch.
References available on request.