Special features of pavement design in the weight sensor placement area
Mechanical interaction of automobiles and road surface has to be simulated in order to prevent structural deformation of the road and to increase the pavement strength in places where weigh sensors are deployed. We developed a special program that interacts with CAE system ANSYS. It automates engineering analysis of the road surface. We considered three types of sensors for a single pavement configuration and carried out an engineering analysis at different ambient temperatures. The results include stress distributions in the pavement as well as the areas of surge and the branching ration. The developed program is capable of simulating any pavement, sensor, wheel configuration.
 Sheynin А.М., Eckel S.V. Obespechenie kachestva monolitnogo betona dlya dorozhnogo stroitelstva [Quality assurance situ concrete for road construction]. II Vserossiiskaya (mezhdunarodnaya) konferentsiya po betonu i zhelezobetonu. Beton i zhelezobeton - puti razvitiya: Моscow, 5-9 sentyabria 2005 g. [II Russian (international) concrete and reinforced concrete conference. Concrete and reinforced concrete - ways of development. 5-9 September 2005]. Vol. 5. Моscow, 2005, pp. 148-157.
 Kalenova E.V., Lugov S.V. Internet-zhurnal "Naukovedenie" - Scientific open access journal "Naukovedenie", 2014, no. 2. Available at: http://naukovedenie.ru/PDF/34TVN214.pdf
 Gavryushin S.S., Baryshnikova O.O., Boriskin O.F. Chislennyi analiz elementov konstruktsiy mashin i priborov [Numerical analysis of structural elements of machines and devices]. 2nd edition, corrected. Мoscow, BMSTU Publ., 2014, 479 p.
 Ivanova N.N. Konstruirovanie i raschet nezhestkikh dorozhnykh odezhd [The design of nonrigid roads]. Moscow, Transport Publ., 1973, 328 p.
 Semenov V.A. Kachestvo i odnorodnost avtomobilnykh dorog [The quality and uniformity of roads]. Moscow, Transport Publ., 1989, 125 p.
 Stolarski T., Nakasone Y., Yoshimoto S. Engineering Analysis with ANSYS Software. Oxford, Elsevier Butterworth-Heinemann, 2011, 453 p.
 Moran G. The Effects of Overloading on Road Assets. Kempsey, Mid North Weight of Loads Group, 2005, 68 p.
 Taylor B., Berthelot C., Loewen T. Mechanistic-Empirical load equivalencies using weigh in motion. Report on the 6th International Conference on Heavy Vehicle Weights and Dimensions Proceedings. Saskatoon, 2000, pp. 135-144.
 Lukyanov A.N. Modelirovanie kontaktnoy zadachi s pomoschyu programmy ANSYS [Modeling contact problem using ANSYS software]. Teaching allowance. Samara, SSTU Publ., 2010, 52 p.
 Hjort M., Haraldsson M., Jansen J.M. Road Wear from Heavy Vehicles. Report on NVF Committee Vehicles and Transports. Borlange, Vagverket, 2008, 47 p.
 Szary P., Maher A. Implementation of Weight-in-Motion (WIM) System. Report of Center for Advanced Infrastructure & Transportation (February 2009). New Jersey, Federal Highway Administration, 2009, 125 p.
 Gavryushin S.S., Korovaytsev A.V. Metody rascheta elementov konstruktsiy na EVM [Methods of calculation of structural elements on a computer]. Moscow, VZPI Publ., 1991, 160 p.