Michael P. Collins
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| Image:Http://www.giving.utoronto.ca/chairs/images/ase collins..jpg Photographed for Giving at Utoronto |
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| Born | |
|---|---|
| Residence | Canada, Australia |
| Field | Civil Engineering |
| Institution | Univ. of Toronto |
Michael P. Collins received his B.E. from the University of Canterbury in New Zealand in 1964 and his Ph.D. from the University of New South Wales in Australia in 1968. He joined the University of Toronto in 1969, was appointed to the Bahen-Tanenbaum Chair in Civil Engineering in 1995 and was selected as a University Professor in 1999.
Professor Collins is a structural engineer whose research is concerned with the design and evaluation of reinforced and prestressed concrete buildings, bridges, nuclear containment structures and offshore oil platforms. He has concentrated his research effort on understanding how cracked reinforced concrete resists shear stress. Shear failures can cause concrete structures to collapse without warning and hence, accurate analytical models for shear behaviour are critical for public safety. Unfortunately, most traditional shear design procedures rely upon empirical design rules which lack a rigorous theoretical basis and can be dangerous if applied to new situations. The Modified Compression Field Theory, developed by Professor Collins and his colleagues at the University of Toronto, provides a rational basis for shear design and has received world-wide recognition. He is the author of over 70 technical papers, 8 of which have received research prizes.
In 2005, Professor Collins was chosen as one of Ontario's top ten best lecturers by TVO.
