The invention discloses a nonlinear beam unit
analysis method considering prestressed
tendon bonding slippage, which comprises the following steps: establishing an overall
structure analysis model according to the geometric dimension of a
prestressed concrete beam, dividing calculation units, and assembling unit stiffness matrixes into a structural overall
stiffness matrix; applying load and boundary conditions to the overall
structure analysis model, and solving the overall analysis model by adopting a Newton iteration method; and extracting calculation results of
structural deformation, stress, section internal force, prestressed
tendon relative slippage and the like, drawing a load-deformation curve, and calculating
structural rigidity and
bearing capacity according to the slope and
peak value of the curve. The calculation unit provided by the invention is an 8-degree-of-freedom beam unit, not only is the stress characteristic of the beam structure considered, but also the
bond slip characteristic of the prestressed
tendon is considered, the problem that a traditional beam unit analysis model cannot consider the
bond slip effect of the prestressed tendon is solved, and compared with an entity unit analysis model, the convergence is better, and the calculation efficiency is higher.