Stress and deformation control of prestressed concrete beams with corrugated web

Under unidirectional loading, the material composition and joint arrangement of prestressed concrete beams with corrugated steel webs are determined by deformation stress parameters. Furthermore, using the com-bined analysis method of longitudinal loading and mechanical parameters, a stress and deformation control model of prestressed concrete beams with corrugated steel webs under unidirectional loading is established. In this paper, the corrugated steel webs are studied experimentally and theoretically, and numerical simu-lations are carried out. In this paper, by establishing the relationship between the grain friction angle and roughness of corrugated steel web prestressed concrete beams under uniaxial strain and using concrete loading mode, the forces of corrugated steel web prestressed concrete beams under uniaxial strain are cal-IP: 203.8 109.20 On: Tue 13 Jun 2023 07:10:14 culated and adaptively regulated. The experimental results show that talgorithm can accurately estimate Copyright: American Scientific Publishers and control the deformation and stress of Prestressed concrete beams under uniaxial strain. The grain size Delivered by Ingenta parameters of prestressed beams with corrugated steel webs under unidirectional loading were studied, and their mechanical properties were optimized.