Author:
Weng Guangyuan,Shi Yun,Zhang Yumin,Dai Jianbo
Abstract
Abstract
Magnetic effect of ferromagnetic materials was discussed, the magneto-mechanical properties of ferromagnetic materials were studied, as well, Jiles Atherton constitutive mode was studied. Through the establishment of concrete filled steel tubular arch bridge structure calculation model, analysis the boom in tension and compression of the magnetic coupling. Results show that the resultant magnetic coupling model of Q345 steel derrick, the boom and load changes, the change of the magnetic parameters is more sensitive, can be better applied to the stress testing of such components.
Reference6 articles.
1. Mechanical and magnetic hardening of ferromagnetic bodies: Influence of residual stresses and applications to nondestructive testing;Maugin;Int. J. Plasticity,1990
2. Magnetic nondestructive evaluation of fatigue damage of ferromagnetic steels for nuclear fusion energy system;Gilanyi;Fusion Eng. Design,1998
3. Problems of welded joints quality control and possibility of metalmagnetic memory method using, 15th World Conference 15-21 October 2000;Doubov,2000
4. Application of the metal magnetic memory and computer Devices for contol of welding quality;Dorbof;Appl. Phys.,2001
5. Parameter estimation of structures from static response. I. Computational aspects;Banan;J. Struct. Eng.,2015
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