Applied Mechanics and Materials
Vols. 592-594
Vols. 592-594
Applied Mechanics and Materials
Vol. 591
Vol. 591
Applied Mechanics and Materials
Vol. 590
Vol. 590
Applied Mechanics and Materials
Vols. 587-589
Vols. 587-589
Applied Mechanics and Materials
Vols. 584-586
Vols. 584-586
Applied Mechanics and Materials
Vols. 580-583
Vols. 580-583
Applied Mechanics and Materials
Vols. 578-579
Vols. 578-579
Applied Mechanics and Materials
Vol. 577
Vol. 577
Applied Mechanics and Materials
Vol. 576
Vol. 576
Applied Mechanics and Materials
Vol. 575
Vol. 575
Applied Mechanics and Materials
Vol. 574
Vol. 574
Applied Mechanics and Materials
Vol. 573
Vol. 573
Applied Mechanics and Materials
Vols. 571-572
Vols. 571-572
Applied Mechanics and Materials Vols. 578-579
Paper Title Page
Abstract: The safety appraisal of the sluice includes safety check on site and calculation. The safety coefficient of the yellow river sluice is high which indicates significant importance. The traditional structure safety calculation models of frame structure are two dimensional. In this passage three dimensions models of the sluice frame structure was built with finite element analysis software ETABS to analysis the ratio of reinforcement, combined with safety check on site, using shaking type table theory of decomposition reaction method. Compared with the original design, the posts can’t fulfill the requests for fortification against earthquakes. The frame structure should be reinforced.
1591
Abstract: This paper shows the corrosion of steel bar from a new perspective with viscoelasticity theory. The strain of steel bar is decomposed as initial elastic strain and creep strain, and the creep strain is caused by corrosion. In order to analysis creep strain, corrosion factor and corrosion strain function were introduced to reflect the deformation behavior. Then integral constitutive relation of corroded bar was deduced according to the above assumption. As a special case of this approach, the corrosion factor of steel bar in atmospheric environment is introduced. The results indicate that the corrosion factor increase with diameter deducing, and the deformation of the steel bar possess the acceleration creep behavior during the corrosion process.
1595
Abstract: In this paper, we do the research on the steel tube filled with steel-reinforced concrete subjected to axial compression after high temperature by changing the temperature and the slenderness ratio.The influence of the temperature and slenderness ratio on the composite column and its stability formula of the composite column after high temperature was gotten by the research.
1601