چکیده مقاله
Steel structures are subjected to corrosion due to environmental exposure As a result, the carrying capacity and hence the level of safety of these structures diminishes with time due to accumulation of corrosion damage The rate of corrosion in these structures is often non uniform and difficult to predict Therefore, the remaining life of the structures is functions of materials properties and section loss In this paper a simple modeled has been developed for the beams with varying thickness loss in the flanges and web in order to obtain relations between percentage remaining moment capacity and percentage thickness loss of corrosion damaged I beams
کلیدواژهها
نویسندگان
Darush Avazpour
Graduate Student, Department of Civil Engineering, Islamic Azad University, Taft, Iran
رضا رهگذر
Professor, Department of Civil Engineering, University of Shahid Bahonar Kerman, Kerman, Iran
شیوه ارجاع
Avazpour, Darush and Rahgozar, Reza,1394,Remaining Moment Capacity of Corroded I-Beam Sections,10th International Congress on Civil Engineering,Tabriz
ارائهشده در
مجموعه مقالات دهمین کنگره بین المللی مهندسی عمران15 اردیبهشت 1394 · تبریز