{"id":10783,"date":"2023-11-11T09:55:51","date_gmt":"2023-11-11T09:55:51","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10783"},"modified":"2026-07-16T14:51:15","modified_gmt":"2026-07-16T14:51:15","slug":"sls-11-plate-under-perpendicular-shear","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/sls-11-plate-under-perpendicular-shear\/","title":{"rendered":"SLS 11: Plate\u00a0under perpendicular shear"},"content":{"rendered":"

Description<\/h2>\n

\"\"<\/p>\n

\n\n\n\n\n\n\n\n\n\n\n
Material<\/th>\n<\/td>\nModulus of elasticity<\/td>\n\"E = 10 N/mm^2\"<\/td>\n<\/tr>\n
Poisson’s ratio<\/td>\n\"\nu= 0.25\"<\/td>\n<\/tr>\n
Geometry<\/th>\nCross-section<\/td>\nThickness<\/td>\n\"e=5 mm\"<\/td>\n<\/tr>\n
Boundary conditions<\/td>\nAlong line AA<\/td>\nFixed<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\nIn point B<\/td>\n\"F=1N\" 1<\/a><\/sup><\/td>\n<\/tr>\n
<\/td>\nIn point C<\/td>\n\"F=-1N\" 1<\/a><\/sup><\/td>\n<\/tr>\n
Mesh<\/th>\n<\/td>\nMaximum element size<\/td>\n\"0.10m\"<\/td>\n<\/tr>\n
<\/td>\nMinimum element size<\/td>\n\"0.00m\"<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

1. Diamonds doesn’t allow the definition of point loads of 1N (value is too small). As a work-around, you can add 10N and use the scaling function for the loads with a factor of 0.1 to make it 1N.\u00a0<\/sup><\/p>\n

Results<\/h2>\n

\"\"<\/p>\n

Deformation \"\delta_y\" in Diamonds<\/strong><\/p>\n

\n\n\n\n\n
Point<\/th>\nWhich result<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
C<\/td>\nDeformation \"\delta_y\"<\/td>\n-35.37m<\/td>\n-35.29mm<\/td>\n-0,23%<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

References<\/h2>\n
\n
    \n
  • M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLS 27: plaque en cisaillement perpendiculaire a la surface moyenne.<\/i><\/li>\n<\/ul>\n
      \n
    • Tested in Diamonds 2026.<\/li>\n<\/ul>\n\n<\/div>\n","protected":false},"excerpt":{"rendered":"

      Description 1. Diamonds doesn’t allow the definition of point loads of 1N (value is too small). As a work-around, you can add 10N and use the scaling function for the loads with a factor of 0.1 to make it 1N.\u00a0 Results Deformation in Diamonds References M\u00e9caniciens, S. F. D. (1990)….<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1205],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10783"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=10783"}],"version-history":[{"count":2,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10783\/revisions"}],"predecessor-version":[{"id":30583,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10783\/revisions\/30583"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=10783"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=10783"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=10783"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}