کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
294224 511359 2015 20 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Strength analysis of fillet welds under longitudinal and transverse shear conditions
ترجمه فارسی عنوان
تجزیه و تحلیل قدرت جوش فیله تحت شرایط برشی طولی و عرضی
کلمات کلیدی
جابجایی فیدر بار، مقاومت برشی، تست قدرت، روش استرس کششی، تجزیه و تحلیل عنصر محدود، معیار شکست
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی


• Limitations of conventional shear strength definition are demonstrated in this paper.
• A traction stress method and its calcuation procedure are presented.
• Traction stress based shear strength definition is proposed.
• A systematic fillet weld testing was performed to validate the proposed shear strength formulation.
• The proposed shear strength definition results in a unified shear strength regardless of shear loading conditions.

In support of the development of improved fillet weld sizing criteria for lightweight shipboard structures, a comprehensive static strength test program using longitudinal and transverse shear specimens according to AWS B4.0 Standards has been conducted. This test program covers base material with strength ranging from 71 ksi (490 MPa) to 96 ksi (660 MPa) and weld size ranging from 1/8″ (3 mm) to 3/8″ (10 mm). This paper focuses on a traction stress based analysis of the test data as an effort to establish a unified shear strength definition for load-carrying fillet weld specimens regardless of shear loading conditions. The proposed shear strength definition proves to be effective in correlating the fillet weld strength test data of the longitudinal and transverse shear specimens. The results of this investigation demonstrate that existing shear strength definitions used by various weld sizing criteria such as those given by Class Societies have two major limitations: (1) it cannot be related to a critical stress state on experimentally observed failure plane in transverse shear specimens; (2) it underestimates shear stress at failure due to severe stress concentration at weld end in typical longitudinal shear specimens. These two limitations have been shown to be the major cause for having two significantly different shear strength values: one is transverse shear strength obtained from transverse shear specimens and the other is longitudinal shear strength obtained from longitudinal shear specimens.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Marine Structures - Volume 43, October 2015, Pages 87–106
نویسندگان
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