Slender beams and plates are the most commonly used structural components in civil
engineering. Initial cracks and geometric imperfections in the existing structures make
them vulnerable to buckling instability or failure due to excessive post-buckling
deflections when subjected to compressive loads. Active repair and control of these
imperfect structures have great potential in regaining and enhancing their load-carrying
capacity.The proposed project will investigate numerically and experimentally the active control
of the post-buckling behavior of imperfect slender beams and plates through the use of
repair patches and surface bonded piezoelectric sensors and electroactive polymer
actuators. The theoretical formulation will be based on von Karman nonlinear
kinematics and takes into account the effects of various imperfection modes and
material nonlinearity in the adhesive layer. An optimization algorithm will be used for
the design of repair patch and sensor/actuator array rendering maximized critical
buckling load and minimized post-buckling deflections.The research outcome will lead to not only an in-depth understanding of the nonlinear
electro- mechanical characteristics but also an effective and economical control
technique of structures with initial cracks and imperfections, thus improving the
performance reliability and extending the service life of existing structures.