Конференції Національного Авіаційного Університету, AVIATION IN THE XXI-st CENTURY 2018

Розмір шрифту: 
Sensitivity quantification of airfield rigid pavement stress responses using “Aerodrom 380” program
Oleksandr Rodchenko

Остання редакція: 2018-10-01

Ключові файли


airfield rigid pavement, normalized sensitivity index, top tensile stress, bottom tensile stress, critical top-to-bottom tensile stress ratio

Посилання


1. Avtorske svidotstvoUkraine. 2014. Computerna programa “Aerodrom380”. Rodchenko O. V. (Ukraine). No.57948, data reestratsiy30.12.14.

2. SNiP 2.05.08-85. Aerodromy[Airfields]. Ukrainian Standard.

3. Advisory Circular150/5320-6F. Airport Pavement Design and Evaluation, US Department of Transportation,FederalAviationAdministration, 2016.USA Standard.

4.O. Rodchenko (2017) Computer technologies for concrete airfield pavement design, Aviation, 21:3, 111-117, DOI: 10.3846/16487788.2017.1379439

5. Adel Rezaei-Tarahomi, Orhan Kaya, Halil Ceylan, Kasthurirangan Gopalakrishnan, Sunghwan Kim, David R. Brill (2017) Sensitivity quantification of airport concrete pavement stress responses associated with top-down and bottom-up cracking, International Journal of pavement Research and Technology, volume 10, Issue 5, September 2017. - P. 410-420, DOI: 10.1016/j.ijprt.2017.07.001

6.Y. Chen, 4-Slab Three Dimensional Finite Element Method Model in FAARFIELD, Report for Contract No. DTFACT- 10-D-00008, SRA International, Inc., 2014.

7. Y. Chen, Q. Wang, D. R. Brill, Critical Stress Analysis of Large Aircraft on Airport Rigid Pavement Using FEAFAA, in: Proceedings of 10th International Conference on Concrete Pavements, 2012. – P. 1050–1067.