سعید محمدزاده
دانشکده مهندسی راهآهن، دانشگاه علم و صنعت ایران
[ 1 ] - تحلیل حساسیت تنش و بیشینه تغییر مکان قائم سطح بالاست بر اساس مشخصات سیستم خطوط بالاستی راهآهن ایران
اندرکنش تراورس و لایه بالاست نقش مهمی در زوال خط راهآهن دارد. لایه بالاست با ایجاد یک سطح باربر محکم، یکنواخت و هموار برای تراورسها و انتقال بار وارد از خط در حدی از تنش فشاری که قابل تحمل برای بستر باشد، از به هم خوردن هندسه خط و نشستهای غیر مجاز در راستای قائم جلوگیری میکند. مطالعات نشان میدهند که تحلیل تنش تماسی زیر تراورس با توجه به سیستم بستر ریل و نوع بارگذاری خط تاکنون کمتر مور...
[ 2 ] - Investigating on the Effects of Random Irregularities of Railway Track by Half-Bogie Model
The vibrations produced by trains include two parts which are deterministic and random vibrations. Due to variation of dynamic loads and patterns of load-time, the random vibration of moving train is one of the most important issues in the field of railway engineering. One of the important sources in producing the train vibrations is rail roughness and irregularities. In this paper, responses o...
[ 3 ] - Dynamic Response of the Coupled Vehicle-Floating Slab Track System using Finite Element Method
In present study, a mathematical model of the vehicle–floating slab track (FST) interaction is established to investigate the coupled behaviour of vehicle–track system. The FST is modelled as the double Euler -Bernoulli beam including the rail and slab. The railway vehicle is simplified as a multi-rigid-body model. The wheel–rail interface is treated using a nonlinear Hertzian contact model, co...
[ 4 ] - Dynamic Analysis of Axially Beam on Visco - Elastic Foundation with Elastic Supports under Moving Load
For dynamic analyses of railway track structures, the algorithm of solution is very important. For estimating the important problems in the railway tracks such as the effects of rail joints, rail supports, rail modeling in the nearness of bridge and other problems, the models of the axially beam model on the elastic foundation can be utilized. For studying the effects of axially beam on the ela...
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