Fundamentals of Elastoplastic Theory
Zhen-Yu Yin (),
Pierre-Yves Hicher () and
Yin-Fu Jin ()
Additional contact information
Zhen-Yu Yin: The Hong Kong Polytechnic University, Department of Civil and Environmental Engineering
Pierre-Yves Hicher: Ecole Centrale de Nantes, Research Institute in Civil and Mechanical Engineering UMR CNRS GeM
Yin-Fu Jin: The Hong Kong Polytechnic University, Department of Civil and Environmental Engineering
Chapter Chapter 4 in Practice of Constitutive Modelling for Saturated Soils, 2020, pp 83-120 from Springer
Abstract:
Abstract This chapter presents the classic constitutive modeling method known as the conventional elastoplastic theory with different components, such as the elastic stress–strain relationship, the elastoplastic relationship, which includes the yield surface, flow rule, and hardening rule, and Drucker’s stability hypothesis, convexity, and orthogonality. Some typical numerical methods for solving plastic problems are also presented, such as the general explicit solution, the cutting plane method-based implicit solution, and the closest point projection method-based implicit solution.
Date: 2020
References: Add references at CitEc
Citations:
There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.
Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.
Export reference: BibTeX
RIS (EndNote, ProCite, RefMan)
HTML/Text
Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-981-15-6307-2_4
Ordering information: This item can be ordered from
http://www.springer.com/9789811563072
DOI: 10.1007/978-981-15-6307-2_4
Access Statistics for this chapter
More chapters in Springer Books from Springer
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().