Hossein Ahmadian , Bahador Bahrami , Majid R. Ayatollahi , Mohammad Reza Khosravani
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引用次数: 0
Abstract
Studying the failure of ductile materials is crucial for designing engineering structures. Ductile failure, associated with plastic deformation, makes failure analysis complex and computationally expensive. This study aims to analyze the fracture of cracked/notched ductile plates with different geometries and loading conditions (mode I, mixed mode I/II, and mode II), resulting in 41 analyses. First, it employs concepts that equate ductile materials with brittle ones. Then, these concepts are combined with the phase-field method (PFM) applied to brittle fracture to predict the fracture behavior of weakened metallic plates. Based on material properties, we couple the PFM with the equivalent material concept (EMC), the modified EMC (MEMC), and the fictitious material concept (FMC) to predict fracture load and initiation angle. The numerical results are validated with available experimental data, demonstrating that the proposed framework accurately predicts the fracture of ductile materials, with an accuracy of ±10 %. Additionally, the proposed approach has demonstrated superiority over other methods for predicting the fracture load of ductile plates, including average strain energy density (ASED), mean stress (MS), and maximum tangential stress (MTS).
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.