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The Ballastless Track the roadbed dynamic response characteristics and indoor model loaded by
Author: ZhouXiaoZhuang
Tutor: ZhangJiaSheng
School: Central South University
Course: Civil Engineering
Keywords: High - speed railway subgrade Dynamic Response Finite Element Track type Loading program
CLC: U211.3
Type: Master's thesis
Year: 2011
Downloads: 58
Quote: 0
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Abstract
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With the acceleration of China 's high-speed railway construction , the soil subgrade on the ballasted track more and more , it is urgently needed to carry out the study of the dynamic response aspects of the roadbed in the high-speed train loads such as vibration , deformation . In this paper, the numerical simulation method to analyze the impact of different factors on the response of the high-speed railway roadbed power and load programs designed indoor model experiment to simulate different running speed of high-speed trains . This paper work content and conclusions are as follows : (1 ) a conventional indoor soil test to determine the physical and mechanical properties of the roadbed filler , also conducted field trials in the indoor roadbed model filling process , the numerical simulation analysis of relevant The calculation parameters . ( 2 ) establish a finite element model of the high-speed railway roadbed , track type of CRTS Ⅱ plate Ballastless track and the adjacent compartments adjacent bogie moving concentrated load simulation wheel load . By way of comparison of the full model and half- model two modeling , modeling to determine the full model . ( 3) Get a different train speed , different train axle load under CRTS Ⅱ slab the ballasted track fasteners reaction force -time curve . The ballastless track different types and train axle load on the dynamic response of the embankment in (4) . The results showed that : a different type of track roadbed within the dynamic stress and displacement distribution of no significant impact , different axle load under dynamic stress amplitude and displacement amplitude the approximate increases linearly with the axle load increase . ( 5) the establishment of a high-speed railway roadbed indoor model the finite element calculation model , by comparison with the original model , to verify the reasonableness of the indoor model . And load distribution beam for indoor model experiments , short rail loading loaded directly caused three track plate loading scheme Subgrade Dynamic Response . Comparative analysis to determine the optimal loading plan is short rail loading program .
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CLC: > Transportation > Rail transport > Railway Line Project > Line theory > Line vibration
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