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Expansion joints on bridges have provided severe maintenance problems for bridge authorities throughout the world. Bridge engineers are increasingly endeavouring to design bridges as continuous structures, and not as simply supported structures, in order to minimise these maintenance problems. This paper explains the concept of integral bridges in which the deck is made continuous and also connected to the abutments, so that all expansion joints are eliminated. A design method is explained for a deck of composite construction using prestressed concrete bridge beams, and a demonstration design is presented. This design uses Y-beams, which are being introduced by the Prestressed Concrete Association to replace M-beams. The design method is straightforward and avoids the complication of calculating the effects of creep.
E.C. Hambly and B.A. Nicholson
Five full-size Y-beams with cast-in-place flanges were tested in shear, torsion or negative bending. The results show satisfactory agreement with basic theoretical approaches to the prediction of web shear cracking resistance, uItimate shear strength,
ultimate fIexura1 strength, and torsional stiffness.
The status in society of structural engineers is low compared to other professions. I will argue that, if we are to succeed in raising the status of our profession, we need to
(a) make entrance to chartered status much more demanding, with the minimum academic requirements being a new-style 5-year honours degree and hence reduce the numbers of chartered engineers, while at the same time significantly developing the numbers of incorporated engineers in our profession;
(b) create a clearer definition of what a structural engineer is by rationalising the bodies qualifying engineers involved in structural design.