FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4382313620> ?p ?o ?g. }

• W4382313620 endingPage "5830" @default.
• W4382313620 startingPage "5830" @default.
• W4382313620 abstract "Cantilever steel beams are an essential structural element in civil engineering fields such as bridges and buildings. However, there is very little research on the critical moment (Mcr) of cantilever beams subjected to a concentrated load (CL) or a combination of concentrated load and uniformly distributed load (CUDL) when the concentrated load is not limited to the free end. Therefore, the focus of the current paper is the calculation of Mcr for cantilever steel beams under CL and CUDL. This paper proposes a program and a simple closed-form solution for Mcr that are applicable to the elastic buckling analysis of cantilever I-beams under CL and CUDL. Based on the Rayleigh–Ritz method, a matrix equation and the corresponding procedure about Mcr under CL and CUDL are derived by using infinite trigonometric series for the buckling deformation functions. The value of Mcr and the corresponding mode of buckling can be obtained efficiently by considering the symmetry of the section, the ratio of two load values and the load action position. Experimental results and finite element calculations validate the numerical solutions of the procedure. A closed-form solution for Mcr is derived according to the assumption of a small torsion angle and the specific values of each coefficient in the closed-form solution of Mcr are calculated by the proposed procedure. The results show that the procedure and closed-form solution for Mcr presented in this paper have a high degree of accuracy in calculating the Mcr of the cantilever beam under CL and CUDL. The deviations between the results calculated by the proposed procedure and data from existing literature are less than 8%. These conclusions are capable of solving the calculation problem of Mcr for cantilever beams under CL or CUDL, which are both significant load cases in engineering. The study provides a reference for the design of cantilever steel beams." @default.
• W4382313620 created "2023-06-28" @default.
• W4382313620 creator A5015720861 @default.
• W4382313620 creator A5028826689 @default.
• W4382313620 creator A5071218431 @default.
• W4382313620 date "2023-05-09" @default.
• W4382313620 modified "2023-10-16" @default.
• W4382313620 title "Lateral–Torsional Buckling of Cantilever Steel Beams under 2 Types of Complex Loads" @default.
• W4382313620 cites W1521281944 @default.
• W4382313620 cites W1998628364 @default.
• W4382313620 cites W2004889233 @default.
• W4382313620 cites W2008351819 @default.
• W4382313620 cites W2033207049 @default.
• W4382313620 cites W2043736263 @default.
• W4382313620 cites W2055579352 @default.
• W4382313620 cites W2074145649 @default.
• W4382313620 cites W2094257879 @default.
• W4382313620 cites W2107376129 @default.
• W4382313620 cites W2319534435 @default.
• W4382313620 cites W2327438116 @default.
• W4382313620 cites W2765344756 @default.
• W4382313620 cites W2777993212 @default.
• W4382313620 cites W2898467806 @default.
• W4382313620 cites W2937226015 @default.
• W4382313620 cites W2937389616 @default.
• W4382313620 cites W2949089702 @default.
• W4382313620 cites W2952943472 @default.
• W4382313620 cites W2975036711 @default.
• W4382313620 cites W2990171592 @default.
• W4382313620 cites W3000147924 @default.
• W4382313620 cites W3004392325 @default.
• W4382313620 cites W3013206397 @default.
• W4382313620 cites W3024114064 @default.
• W4382313620 cites W3045834931 @default.
• W4382313620 cites W3117976593 @default.
• W4382313620 cites W3138852578 @default.
• W4382313620 cites W3141056148 @default.
• W4382313620 cites W3164612167 @default.
• W4382313620 cites W3193181790 @default.
• W4382313620 cites W3201741976 @default.
• W4382313620 cites W3214803262 @default.
• W4382313620 cites W4221039400 @default.
• W4382313620 cites W4229010866 @default.
• W4382313620 cites W4229023331 @default.
• W4382313620 cites W4288032635 @default.
• W4382313620 cites W4289891172 @default.
• W4382313620 cites W4292672742 @default.
• W4382313620 cites W4317788250 @default.
• W4382313620 doi "https://doi.org/10.3390/app13105830" @default.
• W4382313620 hasPublicationYear "2023" @default.
• W4382313620 type Work @default.
• W4382313620 citedByCount "0" @default.
• W4382313620 crossrefType "journal-article" @default.
• W4382313620 hasAuthorship W4382313620A5015720861 @default.
• W4382313620 hasAuthorship W4382313620A5028826689 @default.
• W4382313620 hasAuthorship W4382313620A5071218431 @default.
• W4382313620 hasBestOaLocation W43823136201 @default.
• W4382313620 hasConcept C127413603 @default.
• W4382313620 hasConcept C135628077 @default.
• W4382313620 hasConcept C141071460 @default.
• W4382313620 hasConcept C141354745 @default.
• W4382313620 hasConcept C168834538 @default.
• W4382313620 hasConcept C192562407 @default.
• W4382313620 hasConcept C66938386 @default.
• W4382313620 hasConcept C71924100 @default.
• W4382313620 hasConcept C77461463 @default.
• W4382313620 hasConcept C85476182 @default.
• W4382313620 hasConceptScore W4382313620C127413603 @default.
• W4382313620 hasConceptScore W4382313620C135628077 @default.
• W4382313620 hasConceptScore W4382313620C141071460 @default.
• W4382313620 hasConceptScore W4382313620C141354745 @default.
• W4382313620 hasConceptScore W4382313620C168834538 @default.
• W4382313620 hasConceptScore W4382313620C192562407 @default.
• W4382313620 hasConceptScore W4382313620C66938386 @default.
• W4382313620 hasConceptScore W4382313620C71924100 @default.
• W4382313620 hasConceptScore W4382313620C77461463 @default.
• W4382313620 hasConceptScore W4382313620C85476182 @default.
• W4382313620 hasFunder F4320321001 @default.
• W4382313620 hasIssue "10" @default.
• W4382313620 hasLocation W43823136201 @default.
• W4382313620 hasOpenAccess W4382313620 @default.
• W4382313620 hasPrimaryLocation W43823136201 @default.
• W4382313620 hasRelatedWork W2041174995 @default.
• W4382313620 hasRelatedWork W2049461034 @default.
• W4382313620 hasRelatedWork W2058898477 @default.
• W4382313620 hasRelatedWork W2080443583 @default.
• W4382313620 hasRelatedWork W2347908897 @default.
• W4382313620 hasRelatedWork W2348972526 @default.
• W4382313620 hasRelatedWork W2362284977 @default.
• W4382313620 hasRelatedWork W2381539903 @default.
• W4382313620 hasRelatedWork W2382022050 @default.
• W4382313620 hasRelatedWork W598687183 @default.
• W4382313620 hasVolume "13" @default.
• W4382313620 isParatext "false" @default.
• W4382313620 isRetracted "false" @default.
• W4382313620 workType "article" @default.