Beasy Software

The BEASY Team

Thomas Curtin

 Education: Northeastern University - MSME,
Purdue University - MS,
Middlebury College - BA

Mr. Curtin serves as the Applications Engineering Manager for Computational Mechanics Boston office. Mr. Curtin is a registered Professional Engineer and provides expertise in the use of numerical simulation tools for the design and analysis of mechanical components. He is also routinely involved in performing structural integrity and life assessment studies using a variety of specialized computer codes for fracture and corrosion analysis. Mr. Curtin has extensive experience using the boundary element method to provide solutions to a variety of engineering problems. He has completed a large number of projects using the principles of stress analysis, fracture mechanics, and corrosion control. Some sample applications include damage tolerance analysis of a helicopter rotor hub, fracture analysis of a pin-loaded lug, bonded patch repair of aircraft skin, forensic investigation of a failed concrete tunnel lining, and assessment of cathodic protection systems for underground pipelines. Mr. Curtin also routinely provides consulting and training services to a variety of clients in the aerospace, automotive, and oil & gas industries. He is responsible for business development activities in the Boston office and is active in preparing project proposals, performing benchmark studies, and developing technical content for training courses and tutorial documents.

 

Prior to joining Computational Mechanics, Mr. Curtin was employed as a Project Manager by the Soil and Rock Instrumentation Division (SRI) at GZA Environmental Technologies. He was responsible for planning and implementing numerous projects to investigate the structural performance of large civil structures. Significant projects include development of bridge monitoring systems, deep foundation testing, evaluation of earth support systems, and stability investigations for underground structures. He routinely designed and installed computer-based monitoring systems. He was responsible for programming the data acquisition systems and interfacing measurement sensors to record strain, pressure, displacement, angular rotation, and temperature. Mr. Curtin often developed custom computer code for real time processing of this measurement data. He had chief responsibility for interpretation of measurement data and preparation of project reports. He was also active in the development of computer-based analytical techniques to predict the geomechanical behavior of underground structures. Mr. Curtin developed an in-house tunnel liner analysis program, using soil-structure interaction principles, to evaluate stress and deformation for a soft-ground tunnel.