ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Localization Instabilities Due to Damage and Fracture Propagation: Application to Tensile Specimens

by Zden?k P. Ba?ant, Northwestern Univ, United States,
Mazen R. Tabbara, Northwestern Univ, United States,



Document Type: Proceeding Paper

Part of: Serviceability and Durability of Construction Materials

Abstract:

In recent research it has become clear that localization of damage due to strain softening as well as propagation of interactive cracks can result in bifurcations of the loading path characterized by localization of damage or fracture. Analysis of unnotched tension specimens by means of a particle model reveals a development of asymmetric response path after the peak load. A separate analysis based on inelastic stability theory is applied to an edge-notched tension specimen. It is found that the response path corresponding to symmetric propagation of both cracks is unstable and the propagation tends to localize into a single crack tip.

Subject Headings: Cracking | Material tests | Tension | Tensile strength | Strain hardening and softening | Strain | Material properties

Services: Buy this book/Buy this article

 

Return to search