On the basis of the formula of bending normal stress of combined curved beam under pure bending condition,the calculation formula of radial stress is futher demonstrated.

The computing formulas of the stress and displacement of the combined curved beam areestablished.

Taking into account the mechanical characteristics of curved bridge and composite structure,the analysis theory and model of curved composite bridge subjected to space loads have been set up and a structure analysis program has been compiled.

The mechanical model of a curved cable-stayed beam is firstly established for research on nonlinear dynamic characters of erection and working stages of the curved cable-stayed bridge.

Explicit analytical solution of shearing and radial stresses in the composite curved beams;

Study on normal stress in composite curved beamwith general sectional shape under complicated loads;

Following a procedure similar to that which we used i n studying shearing stresses for curved beams made of one material,the problem of evaluating shearing stresses of composite curved beams is still reduced to one of solving the integral equations.

The static analysis on the cable-concrete combined beam based on ANSYS;

Instruction of boxed steel-concrete combined beam;

This paper described the practice of using combined beam theory and suspensory theory,such as roof bolt,net,steel rope,and shotcrete being used together to strenthen roof control.

The strength analysis of the composite beam of super large forging press machine;

A nonlinear FEA method of calculation for composite beam bridge;

Experimental investigation on fire-resistant behavior of restrained composite beams;