• جزئیات بیشتر مقاله
    • تاریخ ارائه: 1394/01/01
    • تاریخ انتشار در تی پی بین: 1394/01/01
    • تعداد بازدید: 661
    • تعداد پرسش و پاسخ ها: 0
    • شماره تماس دبیرخانه رویداد: -
     elementary bolted steel tee-stub connections proportioned according to ec3 were studied by means of a three dimensional finite element model using the ansys software package. the specimens reflect different geometric and strength parameters as well as bolt pre-stressing conditions. within each specimen, the parameters considered were the flange thickness and the distance between the bolt's line to the end of the flange. the elastoplastic response, up to the ultimate state, was analysed and aspects relative to stiffness, strength, bolt loads, prying forces, interaction between flanges and evolution of the equivalent von mises stress distribution within the flange and bolt were examined. comparisons between experimental values and eurocode3 (ec3) predictions indicate that the design procedure still needs to be improved, owing to the complex phenomena embodied.

سوال خود را در مورد این مقاله مطرح نمایید :

با انتخاب دکمه ثبت پرسش، موافقت خود را با قوانین انتشار محتوا در وبسایت تی پی بین اعلام می کنم
مقالات جدیدترین رویدادها
مقالات جدیدترین ژورنال ها