scispace - formally typeset
X

Xiulin Zheng

Researcher at Northwestern Polytechnical University

Publications -  19
Citations -  285

Xiulin Zheng is an academic researcher from Northwestern Polytechnical University. The author has contributed to research in topics: Fatigue limit & Stress concentration. The author has an hindex of 11, co-authored 19 publications receiving 265 citations.

Papers
More filters
Journal ArticleDOI

On an unified model for predicting notch strength and fracture toughness of metals

TL;DR: In this paper, a unified model for predicting the notch strength and the fracture toughness, K IC, is given and checked on the basis of summarizing the recent research, where the crack initiation at notch tip may be assumed to occur due to the fracture of the hypothetical material element located at notch root.
Journal ArticleDOI

A simple formula for fatigue crack propagation and a new method for the determination of ΔKth

TL;DR: In this paper, a simple formula for fatigue crack propagation (FCP), the derivation of which is based on the modified static fracture model, can give a good fit to the FCP test results of metals where FCP occurs due to the striation mechanism.
Journal ArticleDOI

A new damage model for ductile materials

TL;DR: Based on the irreversible thermodynamics and orthogonal flow rule, a microdamage evolution equation is first formulated, taking advantage of the specific free energy and plastic potential with internal variables.
Journal ArticleDOI

Determination of probability distribution of fatigue strength and expressions of P-S-N curves

TL;DR: In this article, new procedures are developed to determine the probability distribution of fatigue strength and the expressions of P-S-N curves and the dispersion of fatigue life and fatigue strength are discussed.
Journal ArticleDOI

Fatigue performance of old bridge steel and the procedures for life prediction with given survivability

TL;DR: In this article, the fatigue life of an old bridge on the line from Beijing to Shenyang, which was constructed in 1920s and replaced in 1980s, has been experimentally determined by using specimens with the original rivet central holes and the key-hole CT specimens without the damaged surface layer.