@article{
 title = {Stability of Elastic Grid Shells},
 type = {article},
 year = {2015},
 keywords = {elastic grid shell,lightweight structures,linear buckling analysis},
 pages = {27-36},
 volume = {30},
 id = {e8290e78-44dd-364b-882d-0bd4d1fee6e7},
 created = {2015-09-08T23:14:51.000Z},
 file_attached = {true},
 profile_id = {b5aca0ba-13cf-3936-b76a-4befebb10a58},
 group_id = {db6593ea-5f80-30ea-bd61-0e0a83062a59},
 last_modified = {2015-09-08T23:20:03.000Z},
 read = {false},
 starred = {false},
 authored = {false},
 confirmed = {true},
 hidden = {false},
 abstract = {The paper presents some results on the influence of the pre-stress induced by the erection method of elastic grid shells on their buckling capacity. It starts with the numerical methods and their validation with the study of a prebuckled arch. Then, a form-finding scheme using low-speed dynamics is used to generate automatically a family of elastic grid shells, and their buckling capacity is compared to the one of grid shells with the exact same geometry, but without any pre-stress. The paper demonstrates finally that the pre-stress decreases by a few percent the buckling capacity of elastic grid shells.},
 bibtype = {article},
 author = {Mesnil, Romain and Ochsendorf, John and Douthe, Cyril},
 journal = {International Journal of Space Structures},
 number = {1}
}

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