کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
308861 513570 2014 15 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Strength and ductility of corner materials in cold-formed stainless steel sections
ترجمه فارسی عنوان
استحکام و انعطاف پذیری مواد گوشه ای در بخش های فولادی ضدزنگ سرد
کلمات کلیدی
فولاد ضد زنگ، گوشه، کار سرد افزایش قدرت، انعطاف پذیری کاهش یافته، رفتار تنش فشار پس از نهایی
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• A new method for predicting the post-ultimate stress–strain behaviour of metals.
• Theoretical prediction of the strain at the onset of localized necking.
• FE predictions of the enhanced strength and reduced ductility of corner materials.
• Utilize post-ultimate stress–strain behaviour of stainless steels through cold work.

The cold work from the manufacturing process of cold-formed steel members can enhance the strength but reduce the ductility of materials. Due to a high cost of stainless steels, it is desirable to utilize this enhanced strength and avoid the early fracture in cold-formed stainless steel members. The paper is concerned with the prediction of the enhanced stress–strain behaviour and reduced ductility of corner materials in cold-formed stainless steel sections. The enhanced strength of corner materials has been traditionally determined using empirical models. However, most of these empirical models are only able to predict the enhanced 0.2% proof strength, but are neither capable of predicting the enhanced ultimate strength nor able to determine the reduced ductility. This paper first presents a modified weighted-average method for predicting the post-ultimate stress–strain behaviour and the fracture strain for stainless steels. An advanced numerical approach is next presented for predicting the full-range stress–strain behaviour of corner materials in cold-formed stainless steel sections, in which the modified weighted-average method is incorporated. The accuracy of this approach is demonstrated by comparing its predictions with test results. The proposed approach is generally applicable to cold-worked materials for predicting their enhanced strength, reduced ductility and full-range stress–strain behaviour. The proposed method and numerical results can explain why and how the ultimate strength of cold-formed steels can be increased and how the post-ultimate stress–strain behaviour can be utilized through cold working.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Thin-Walled Structures - Volume 83, October 2014, Pages 28–42
نویسندگان
, ,