The first attempt to strengthen concrete flexural elements by externally bonded steel plates was attempted in?

The restoration of the end block of the girder can be done completely dismantling the ________

The construction procedure must be planned using ________

A design review indicated that the reinforcements at the cracked locations were ________

The tensile shear strength of the adhesive is initially proportional to the square root of ________

What is the main feature of this method comprises a moveable temporary arrangement to limit?

The pachometer is used to locate the ________

In the case of dormant cracks wider than about 1m, it is more economical to use ________