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2011
DOI: 10.1016/j.ijpvp.2011.01.004
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Finite element analysis of tooth load distribution on P-110S conic threaded connections

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Cited by 19 publications
(9 citation statements)
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“…As can be seen, the load distribution is non-uniform and the last engaged thread (flank 1) concentrated load and can be a fatigue cracking site if the connection is subjected to cyclic loading. The result of load distribution in the API Round connection was very similar to a previous numerical work 16 , in which the authors also found that the three first load flanks concentrates most of the load when an 9 5/8 in. P110 API Round connection was subjected to axial tensile stress.…”
Section: Resultssupporting
confidence: 87%
See 1 more Smart Citation
“…As can be seen, the load distribution is non-uniform and the last engaged thread (flank 1) concentrated load and can be a fatigue cracking site if the connection is subjected to cyclic loading. The result of load distribution in the API Round connection was very similar to a previous numerical work 16 , in which the authors also found that the three first load flanks concentrates most of the load when an 9 5/8 in. P110 API Round connection was subjected to axial tensile stress.…”
Section: Resultssupporting
confidence: 87%
“…In this approach, an initial interference between the threads of pin and box as a function of make-up turns was solved by the software in a primary stage. Many researchers have shown that this approach results in a stress distribution over the threads close to that obtained in physical models 2,16,17 . The initial interference δ (or radial overlap) value was calculated by the Equation 1 16 , and the parameters were obtained for the API 5B standard.…”
Section: Introductionsupporting
confidence: 52%
“…Interference between pin and box, δ, is calculated from Equation 1, where N is the number of turns, P is the pitch and T is the thread taper [21]: Slave and master surfaces define the interaction between pin and box in the threaded region. The contact algorithm restricts surface adhesion and penetration.…”
Section: Fe Modelling Assumptionsmentioning
confidence: 99%
“…Na Figura 5 pode-se observar o comportamento de uma conexão do tipo rosca-luva com filetes do tipo Buttress quando submetida a carregamento trativo. Devido à geometria cônica das regiões rosqueadas no tubo e na luva, durante a montagem da conexão há o surgimento de tensões que podem ultrapassar o limite de escoamento do material e que correspondem ao torque de montagem [14][15][16][17][18].Um dos principais objetivos de novos projetos de conexões é reduzir a concentração de tensão observada na região do último filete encaixado do tubo quando a conexão é submetida a carregamento trativo (Figura 5).…”
Section: Projeto De Conexões Octgunclassified