Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Les P. Pook"'
Publikováno v:
Frattura ed Integrità Strutturale, Vol 10, Iss 37, Pp 108-113 (2016)
The linear elastic analysis of homogeneous, isotropic cracked bodies is a Twentieth Century development. It was recognised that the crack tip stress field is a singularity, but it was not until the introduction of the essentially two dimensional st
Externí odkaz:
https://doaj.org/article/3f6cc9f5dca448ca8887f6dfb7daa645
Autor:
Les P. Pook
Publikováno v:
Frattura ed Integrità Strutturale, Vol 1, Iss 1, Pp 12-18 (2007)
It is well known that many engineering structures and components, as well as consumer items, contain cracks or crack-like flaws. It is widely recognised that crack growth must be considered both in designand in the analysis of failures. The complete
Externí odkaz:
https://doaj.org/article/ce385cbe3c67448cb8871031f9a8528e
Autor:
Les P. Pook
Publikováno v:
Frattura ed Integrità Strutturale, Vol 1, Iss 1 (2013)
It is well known that many engineering structures and components, as well as consumer items, contain cracks or crack-like flaws. It is widely recognised that crack growth must be considered both in design and in the analysis of failures. The complete
Externí odkaz:
https://doaj.org/article/7fcbe9aafdc143428d053a300c6374a9
Autor:
Les P. Pook
Publikováno v:
Fatigue & Fracture of Engineering Materials & Structures. 42:1889-1911
Publikováno v:
Engineering Fracture Mechanics. 174:2-9
The linear elastic analysis of homogeneous, isotropic cracked bodies started in the 1900s. The existence of three dimensional corner point effects in the vicinity of a corner point where a crack front intersects a free surface was investigated in the
Publikováno v:
Frattura ed Integrità Strutturale, Vol 10, Iss 37, Pp 108-113 (2016)
Frattura ed Integrità Strutturale, Vol 10, Iss 37 (2016)
Frattura ed Integrità Strutturale; Vol 10 No 37 (2016): July 2016; 108-113
Frattura ed Integrità Strutturale; V. 10 N. 37 (2016): July 2016; 108-113
Frattura ed Integrità Strutturale, Vol 10, Iss 37 (2016)
Frattura ed Integrità Strutturale; Vol 10 No 37 (2016): July 2016; 108-113
Frattura ed Integrità Strutturale; V. 10 N. 37 (2016): July 2016; 108-113
The linear elastic analysis of homogeneous, isotropic cracked bodies is a Twentieth Century development. It was recognised that the crack tip stress field is a singularity, but it was not until the introduction of the essentially two dimensional stre
Publikováno v:
Theoretical and Applied Fracture Mechanics. 107:102472
Autor:
Les P. Pook
Publikováno v:
International Journal of Fatigue. 33:1017-1024
Coiled springs (mainsprings) are coiled steel ribbons that have been used as a power source for centuries. A major disadvantage of mainsprings is that they do not deliver a uniform torque during unwinding. Theoretical analysis of mainsprings is notor
Autor:
Les P. Pook
Publikováno v:
Engineering Fracture Mechanics. 77:1619-1630
The complete solution of a crack propagation problem includes determination of the crack path. At the present state of the art the factors controlling the path taken by a propagating crack are not completely understood. In the last five decades there