2. ABOUT ME
• Graduated from CSUN in 2004 (B.S.M.E.)
• Core member of CSUN FSAE 2003/04 Race
Team
• 10+ Years experience in New Product
Development
• ProEngineer CREO and Solidworks expert
power user
• Experienced with Aerospace Qualification /
Documentation
• Advanced Interconnect design experience
• Design of custom Military connectors for use
in Harsh Environments (Tactical
Communications)
• Design for Space Applications (1,000,000
cycle RF switches)
• Pursuing M.S.M.E at CSUN (15 of 30 units
completed)
3. Professional Experience
EATON, Camarillo, Ca. 09/2013 to 01/2015 (1 Year, 5 Months)
Senior Product Engineer
HAAS Automation, Oxnard, Ca. 04/2013 to 08/2013 (4 months)
Mechanical Engineer III (R&D)
ISI, Camarillo, Ca. 06/2012 to 04/2013 (10 month contract)
Project Engineer
PTI Technologies, Oxnard, Ca. 07/2008 to 06/2012 (4 years)
Mechanical Engineer
Dow Key Microwave, Ventura, Ca. 09/2006 to 07/2008 (2 Years)
Mechanical Design Engineer
PTI Technologies, Oxnard, Ca. 06/2004 to 08/2006 (2 years, 2 months)
Manufacturing Engineer
4. Certifications
• GD&T per ASME y14.5 1994 - Geometric Learning Solutions
• Solidworks Cosmos Professional - Go Engineer
• Solidworks PDM Jumpstart - Go Engineer
• Solidworks Routing
• Enovia PLM Administrator certifications - Enovia
• Solidworks Advanced Surface Design - Solidworks World
• Solidworks Mold Design / Plastics - Solidworks World
Professional and Personal Development
• Eaton University – Six Sigma
• Eaton University – Project management
• Eaton University – Project Management Certification
• Eaton University – ProLaunch for Project Management
• Eaton University – Feasibility studies
• Eaton University – Influencing and Peer Communication
• Eaton University – Managing Risk in Engineering Project
33. MAX STRESS (Uniform Distribution)
TAPERED BEAM UNIFORMELY
DISTRIBUTES STRESS ALONG THE
LENGTH OF THE CONTACT/BEAM.
MINIMIZE LOCAL STRESS
CONCENTRATIONS, UTILIZING FULL
LENGTH OF BEAM TO DISTRIBUTE
STRESS.
NORMAL FORCE 5.3 GRAMS PER
CONTACT
• MAX STRESS/DEFLECTION OCCURS AT STEP 10 OF 26,
1.528 SECONDS INTO THE 4.2 SECOND SIMULATION
USING A PARABOLIC LOADING/UNLOADING CURVE.
• STEPS ARE .042 SECONE INCREMENTS.
34. STRESS DISTRIBUTION (cont).
ANIMATION DEMONSTRATING
ONE COMPLETE CYCLE OF
“LOADING-UNLOADING”
TAPERED BEAM
UNIFORMELY DISTRIBUTES
STRESS ALONG THE LENGTH
OF THE CONTACT/BEAM.
MINIMIZE LOCAL STRESS
CONCENTRATIONS,
UTILIZING FULL LENGTH OF
BEAM TO DISTRIBUTE
STRESS.
NORMAL FORCE 5.3
GRAMS PER CONTACT
• MAX STRESS/DEFLECTION OCCURS AT STEP
10 OF 26, 1.528 SECONDS INTO THE 4.2
SECOND SIMULATION USING A PARABOLIC
LOADING/UNLOADING CURVE.
• STEPS ARE .042 SECONE INCREMENTS.
39. SETUP AND ASSUMPTIONS
INPUT CURVE –
LOADING/UNLOADING
CYCLE
.015 PRESCRIBED
DISPLACEMENT
NO “FIXED” CONSTRAINTS
WERE USED.
“ROLLER/SLIDER” AND
REFERENCE GEOMETRY/
SYMMETRY WAS USED TO
MAKE SIMULATIONS AS
REALISTIC AS POSSIBLE.
