The invention discloses a force correction improved Newton iteration
hybrid test method based on a self-adaptive model, relates to the field of structural
hybrid test technology application, and solves the technical problems of slow iteration convergence and low precision caused by fixation of a force correction model in a traditional structural
hybrid test. Comprising the steps that an overall structure is divided into a numerical
substructure and a physical
substructure, modeling is conducted respectively, and a dynamic boundary is established; carrying out a preliminary test to establish an
equivalent model, carrying out the 0-th and 1-th iteration, collecting the
restoring force, and determining a symbol judgment function; normal iteration is carried out from the second round, and the
restoring force is calculated through gradual integration of an inner ring in each round; determining a force correction coefficient by using a difference value of the restoring forces of two adjacent rounds; solving an improved Newton iteration format, updating a displacement command, and loading and collecting a corrected
restoring force; and calculating a root-mean-
square error of two adjacent rounds of restoring force, if the error is smaller than the tolerance, converging, and returning to the step 3 for iteration until convergence. The method has a good application prospect in the field of
engineering structure performance testing.