Badania doświadczalne tarczy prostokątnej usztywnionej żebrem podłużnym poddanej zginaniu w swej płaszczyźnie

Results of experimental investigations of rectangular stiffened plate subjected to in-plane bending are presented. The plate is regarded as a web element of a box girder loaded by bending moment.

The strain components and deflections were measured for loads of 1.5, 2.0 and 2.5 times that of buckling load calculated theoretically.

The experimental results are presented in graphical form and compared with those obtained theoretically.