Three-Stage Full-Range Stress-Strain Model for Stainless Steels

By W. Quach, Jin-Guang Teng, K. Chung. 2008

216 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/c2ce02a9fc82776fdb17f1c4934c5b17b48fcb0c

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. L. Gardner
2. Z. Tao
3. Lin-Hai Han
4. Chuangze Xu
5. I. Arrayago
6. E. Real
7. D. Lam
8. B. Young

In Civil and Structural Engineering

1. L. Gardner
2. Z. Tao
3. Lin-Hai Han
4. Chuangze Xu
5. I. Arrayago
6. E. Real
7. D. Lam
8. B. Young

Citations in the corpus

• Description of stress-strain curves for stainless steel alloys (2015, methodology): “[11] proposed a material model that uses the basic Ramberg-Osgood curve (Eq.”
• Stability and design of stainless steel structures – Review and outlook (2019, methodology): “This observation led to the development of a number of two-stage [7-9] (as well as three-stage [10] and multi-stage [11]) Ramberg–Osgood models that were capable of providing a single continuous representation of”
• Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research (2019, methodology): “In general, austenitic steels show less material anisotropy and non-symmetry and this effect may be ignored [40].”