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The J-integral for a sen specimen under nonproportionally applied bending and tension

✍ Scribed by Henrik Sönnerlind; Sten Kaiser

Publisher
Elsevier Science
Year
1986
Tongue
English
Weight
634 KB
Volume
24
Category
Article
ISSN
0013-7944

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✦ Synopsis

The J-integral is evaluated for a SEN specimen under bending and tension, both in terms of loads and displacements and as the original path independent integral. A displacement J, determined for proportional loading, proved to give accurate results also under nonproportional loading. J also appeared to be independent of the load history. Finally, the three-dimensional failure assessment diagram that appears with two independent loads is discussed, and also how it can be reduced to two dimensions.

📜 SIMILAR VOLUMES

The J-integral and tearing modulus for a
The J-integral and tearing modulus for a sen specimen under bending and tension
✍ Sten Kaiser 📂 Article 📅 1985 🏛 Elsevier Science 🌐 English ⚖ 678 KB

expression for determining J from the load displacement record of SEN specimen is given. The result is compared with other analytical expressions and with FE calculations. A correction for crack growth similar to the one given in ASTM standard ES13 is introduced. The applied tearing modulus is given

Numerical evaluation of a 3-D J-integral
Numerical evaluation of a 3-D J-integral and comparison with experimental results for a 3-Point bend specimen
✍ Robert H. Dodds Jr; William C. Carpenter; William A. Sorem 📂 Article 📅 1988 🏛 Elsevier Science 🌐 English ⚖ 886 KB

A J-integral (j) for the pointwise description of the fracture driving force along a 3-D crack front is studied for the three-point bend specimen. Results of a 3-D nonlinear finite element analysis arc used to compute J along the crack front. The analytical values are compared to experimenta\_l 'mea

The influence of Specimen Geometry on th
The influence of Specimen Geometry on the J-integral R-curves for a ferritic steel
✍ Dr. rer. nat. K. Krompholz; Dipl.-Ing. G. Ullrich 📂 Article 📅 1994 🏛 John Wiley and Sons 🌐 English ⚖ 452 KB

## Abstract For a ferritic construction steel similar to St37‐2 the cross section of three‐point bend type specimens was selected to be B : w = 1 : 2 and 1 : 1 (B: thickness, w: specimen width, and w = 25 mm was kept constant). For these two geometries the onset of stable crack growth J~0~ was foun