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Aniruddha P Deo

from Andover, KS
Age ~47
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Also known as:
Aniruddha Padmakar
Phone and address:
301 Cypress Ct, Andover, KS 67002
Related to:
Sonali Kurlekar, 40
Connected to:
Ajay Y Deo, 48Akash Deo, 87Amitabh Deo, 44Anna Deo, 62Archana Deo, 44Bijay B Deo, 42Brij Deo, 58Chaitanya Deo, 48Isht Deo, 77Jared F Deo, 42

Aniruddha Deo Phones & Addresses

  • 301 Cypress Ct, Andover, KS 67002
  • 1730 Roosevelt St, Wichita, KS 67208 (316) 686-0160
  • 1730 N Roosevelt Ct, Wichita, KS 67208 (316) 842-7977

Work

Company: Cessna aircraft company Oct 2005 Position: Sr. engineer,

Education

Degree: Master of Science (M.S.) School / High School: Wichita State University 2003 to 2005 Specialities: Mechanical Engineering

Skills

Design For Manufacturing • Finite Element Analysis • Cae • Catia • Hypermesh • Six Sigma • Mechanical Engineering • Pro Engineer • Nastran • Ls Dyna • Geometric Dimensioning

Emails

a***[email protected]

Industries

Airlines/Aviation

Resumes

Resumes

Aniruddha Deo Photo 1

Senior Engineer

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Location:
Wichita, KS
Industry:
Airlines/Aviation
Work:
Cessna Aircraft Company since Oct 2005
Sr. Engineer,
Education:
Wichita State University 2003 - 2005
Master of Science (M.S.), Mechanical Engineering
Skills:
Design For Manufacturing
Finite Element Analysis
Cae
Catia
Hypermesh
Six Sigma
Mechanical Engineering
Pro Engineer
Nastran
Ls Dyna
Geometric Dimensioning

Publications

Us Patents

Method For Optimization Of Sheet Metal Forming Tool Topology

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US Patent:
8249837, Aug 21, 2012
Filed:
Jul 28, 2009
Appl. No.:
12/510843
Inventors:
Nishad S. Prabhu - Wichita KS, US
Aniruddha Deo - Wichita KS, US
Pravin Kulkarni - Wichita KS, US
Gregory Frye - Wichita KS, US
Assignee:
Textron Innovations, Inc. - Providence RI
International Classification:
G06F 17/50
G06F 17/10
US Classification:
703 2
Abstract:
A method for determining an optimized structure for skin stretch form blocks. An optimized stretch form block design is generated by performing a finite element analysis on a stretch form block design selected from a target group of the stretch form blocks which have been classified into a plurality of groups based on similar topology of the blocks. The finite element analysis includes specifying a suggested design and generating the optimized stretch form block design by iteratively modifying the suggested design until the suggested design has a predetermined sufficient structural strength. An interpolation model is generated from the optimized stretch form block design, and an optimized stretch form block structure is determined for any stretch form block having size and weight parameters within an envelope defined by the target group of the stretch form blocks, by performing a weighted nearest neighbor interpolation using specified geometric parameters and material parameters.
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Aniruddha P Deo from Andover, KS, age ~47 Get Report