Creep-fatigue interactions in a polycrystalline structural material under typical high-temperature power plant operating conditions

TL;DR

This paper develops a micromechanical model to analyze creep-fatigue interactions in Type 316H stainless steel at high temperatures, aiming to improve life assessment methods for power plant components.

Contribution

It introduces a microscale crystal plasticity model that predicts creep behavior under cyclic loading, enhancing the accuracy of structural assessment codes like R5.

Findings

Cyclic plasticity significantly affects creep deformation.

Different dwell conditions influence creep strain accumulation.

Model results can inform more accurate life assessment frameworks.

Abstract

A micromechanical model at the microscale within a crystal plasticity self-consistent model, is used to analyse loading histories in Type 316H stainless steel, common to structural components in high-temperature power plants. The study compares the SCM predictions on changes in mechanical behaviour and creep properties to analyses via the UK R5 structural assessment code. Plant-relevant cyclic-creep histories in Type 316H stainless steel at 550C are examined with focus on the estimation of accumulated creep strain. This aims to quantify how better understanding of creep deformation under cyclic loading can inform R5 code life assessment methods, which are strain based. The effect of cyclic plasticity on primary and secondary creep is quantified. The levels of creep strain accumulated during different dwells, following loading from different macroscopic stress states, is also evaluated and link is made to experimental observations in explaining the response. The impact of displacement- and load-controlled dwells on the evolution of the cyclic hysteresis loop is examined which revealed how different assumptions for creep strain accumulation could employ information from SCM results to reduce uncertainty. It also provides guidance in the development of interpolation frameworks for structural parameters, based on the SCM results which could be used directly in structural assessment and design approaches to estimate the accumulation of inelastic strain with a lower degree of conservatism.