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Stress–Strain Behaviors in Large Plastic Strain Ranges under Monotonic Loading

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Part of the book series: Springer Tracts in Civil Engineering ((SPRTRCIENG))

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.

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Correspondence to Liang-Jiu Jia .

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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

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  • DOI: https://doi.org/10.1007/978-981-13-2661-5_2

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-2660-8

  • Online ISBN: 978-981-13-2661-5

  • eBook Packages: EngineeringEngineering (R0)

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