๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Fracture toughness of plain concrete from three-point bend specimens

โœ Scribed by B. L. Karihaloo; P. Nallathambi

Book ID
112756235
Publisher
Springer
Year
1989
Tongue
English
Weight
681 KB
Volume
22
Category
Article
ISSN
1871-6873

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Fracture toughness determination of bear
Fracture toughness determination of bearing steel using chevron-notch three point bend specimen
โœ Shang-Xian Wu ๐Ÿ“‚ Article ๐Ÿ“… 1984 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 950 KB

Stress intensity factor formulas and dimensionless compliance formula of chevron-notch three point bend specimen obtained by use of straight-through-crack assumption (STCA) and Bluhm's slice model have been presented. Two stress intensity factor coefficient formulas have been compared with the exper

A new method for measurement of fracture
A new method for measurement of fracture toughness KIC by three point bend specimen
โœ Zhe-Ming Zhu ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 444 KB

The relationship between the three point bend (TPB) specimen size and the measured fracture toughness K,, value is analyzed by the theory of crack opening displacement (COD). According to the concept of plane strain fracture toughness K,,, a new formula for K,, is presented. For small-scale or large