Scipediacontent: Scipediacontent moved page Draft Content 196746741 to Oskouei et al 2019a

2021-02-15T09:55:15Z

Scipediacontent moved page Draft Content 196746741 to Oskouei et al 2019a

Scipediacontent: Created page with " == Abstract == The behavior and response of pipelines subjected to slip fault movement is studied by numerical simulations as well as experimental setup. A finite element m..."

2021-02-15T09:55:12Z

Created page with " == Abstract == The behavior and response of pipelines subjected to slip fault movement is studied by numerical simulations as well as experimental setup. A finite element m..."

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== Abstract ==

The behavior and response of pipelines subjected to slip fault movement is studied by numerical simulations as well as experimental setup. A finite element modeling is also developed via ABAQUS software. In this study, an artificial accelerogram is applied to the system and matched against the response spectrum according to the standard No. 2800 (Iranian code of practice for seismic resistant design of buildings, 2014). Three different pipe nominal sizes and thicknesses (1 ½”, 2” and 4”) are considered in the experiments on the shaking table. According to the results, plastic hinge as well as the extremum stress and strain is formed in the fixed soil wedge and at locations close to the fault line. Further, as the pipe D/t ratio increases, the plastic hinge forms further away from the fault line. According to the results, the pipe-soil strain ratio (εp/s) has lower values at larger pipe diameters. Also, the axial strains would be greater for the systems with higher (εp/s) ratios.

Document type: Article

== Full document ==
<pdf>Media:Draft_Content_196746741-beopen820-7142-document.pdf</pdf>

== Original document ==

The different versions of the original document can be found in:

* [http://dx.doi.org/10.1590/1679-78255463 http://dx.doi.org/10.1590/1679-78255463] under the license https://creativecommons.org/licenses/by

* [http://www.scielo.br/pdf/lajss/v16n3/1679-7825-lajss-16-03-e175.pdf http://www.scielo.br/pdf/lajss/v16n3/1679-7825-lajss-16-03-e175.pdf]

* [http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300507 http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300507] under the license cc-by

* [http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300507&lng=en&tlng=en http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300507&lng=en&tlng=en]

* [http://www.scielo.br/pdf/lajss/v16n3/1679-7825-lajss-16-03-e175.pdf http://www.scielo.br/pdf/lajss/v16n3/1679-7825-lajss-16-03-e175.pdf],
: [http://dx.doi.org/10.1590/1679-78255463 http://dx.doi.org/10.1590/1679-78255463] under the license http://creativecommons.org/licenses/by/4.0/

* [https://www.scielo.br/pdf/lajss/v16n3/1679-7825-lajss-16-03-e175.pdf https://www.scielo.br/pdf/lajss/v16n3/1679-7825-lajss-16-03-e175.pdf],
: [http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300507 http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000300507],
: [https://academic.microsoft.com/#/detail/2932120153 https://academic.microsoft.com/#/detail/2932120153] under the license http://creativecommons.org/licenses/by/4.0/

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Oskouei et al 2019a - Revision history

Scipediacontent: Scipediacontent moved page Draft Content 196746741 to Oskouei et al 2019a

Scipediacontent: Created page with " == Abstract == The behavior and response of pipelines subjected to slip fault movement is studied by numerical simulations as well as experimental setup. A finite element m..."