Dynamic analysis of interaction between wheel and cover of precast concrete manhole
Journal Title: Roads and Bridges - Drogi i Mosty - Year 2010, Vol 9, Issue 1
Abstract
The paper presents results of computer simulations for interaction between a rolling wheel and a typical cover of precast concrete manhole used for telecommunication network. Applying the most recent features of computer programs based on the Finite Element Method with the explicit time integration, the work was focused on the realistic representation of the actual problem. In the numerical model the interaction is traced between a rotating, three dimensional, pneumatic wheel and a detailed model of the selected cover with all component materials represented separately. Eleven cases were studied with different types and levels of loading, position of the cover and material representation for concrete. A new sophisticated constitutive model for concrete with a three invariant formulation for the failure surfaces, available in program LS-DYNA, was adopted for some of the calculations. The results allow for estimating maximum stresses and dynamic impact factors featuring dynamic effects of the wheel to cover interaction.
Authors and Affiliations
Lesław Kwaśniewski
European Ecological Network Nature 2000 and development of the transportation routes
The paper characterizes the problem of preservation of natural environment in connection with extension of transportation road systems. The European Union program concerning the European Ecological Network Nature 2000 is...
Wpływ popiołu lotnego wapiennego na wybrane właściwości betonów nowej generacji
Analiza wpływu zawartości popiołu lotnego wapiennego na wybrane właściwości betonów samozagęszczalnych i wysokowartościowych betonów samozagęszczalnych jest przedmiotem niniejszego artykułu. Zakres badań obejmował zmienn...
Application of diagnostics of pavement conditions for identification of dangerous places for road users
The main goal of the described project was formulation and documentation of the identification method of the potential road traffic risk caused by the unsatisfying exploitation condition of pavement. The paper presents t...
Verification of the method of estimating bending moments in soil-shell structures on the basis of shell deformation
The paper concerns soil-shell bridge structures of arch cross-section made from corrugated plates. During backfilling the shell crown is deflected upwards and the sides move inwards at the shoulder (haunch) level. The me...
Evaluation method for social costs, including economical ones, of road accidents in Poland from the aspect of BRD
The paper covers a couple of road safety aspects. Attention was drawn to so far unduly (according to the authors) exposed problems of negative effects of road accidents, expressed in the form of economic losses. The arti...