Abstract
For ultra-low-cycle fatigue problems, it is a prerequisite to first understand the plasticity behaviors of metal. For monotonic loading, the true stress–true strain data till fracture is of great importance for ductile fracture evaluation. Post-necking modification for the true stress–true strain data is required since the stress state after necking is not uniaxial. In this chapter, a modified weighted average method is proposed and compared with other two methods. The applicability of the method for structural steel is also proved through tension coupon tests and corresponding numerical simulation.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsReferences
ABAQUS (2010) ABAQUS standard manual (Version 6.10). Karlsson & Sorensen Inc, Hibbitt Pawtucket (RI, USA)
Besson J et al (2001) Modeling of crack growth in round bars and plane strain specimens. Int J Solids Struct 38:8259–8284
Bridgman PW (1952) Studies in large plastic flow and fracture. McGraw-Hill New York
Dunne F, Petrinic N (2005) Introduction to computational plasticity. Oxford University Press
G3101 J (2015) Rolled steels for general structure. Japanese Industrial Standards Committee, Tokyo
Jia L-J, Kuwamura H (2014) Ductile fracture simulation of structural steels under monotonic tension. J Struct Eng (ASCE) 140 5:04013115
JIS-Z2201 (2005) Test pieces for tensile test for metallic materials. JIS, Tokyo
Ling Y (1996) Uniaxial true stress-strain after necking. AMP J Technol 5:37–48
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this chapter
Cite this chapter
Jia, LJ., Ge, H. (2019). Stress–Strain Behaviors in Large Plastic Strain Ranges under Monotonic Loading. In: Ultra-low-Cycle Fatigue Failure of Metal Structures under Strong Earthquakes. Springer Tracts in Civil Engineering . Springer, Singapore. https://doi.org/10.1007/978-981-13-2661-5_2
Download citation
DOI: https://doi.org/10.1007/978-981-13-2661-5_2
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-2660-8
Online ISBN: 978-981-13-2661-5
eBook Packages: EngineeringEngineering (R0)