20.500.12556/DKUM-87174 Static bending analysis of a transversely cracked strip tapered footing on a two-parameter soil using a new beam finite element In this paper, a new beam Euler–Bernoulli finite element for the transverse static bending analysis of cracked slender strip tapered footings on an elastic two-parameter soil is presented. Standard Hermitian cubic interpolation functions are selected to derive the closed-form expressions of complete stiffness matrix and the load vector. The efficiency of the proposed finite element is verified on an example with several width tapering variations of a simple cracked footing with the results of governing differential equation. Another novelty of this study is improved bending moment functions with included discontinuity conditions at the crack location. These functions now accurately describe the bending moments in the vicinity of the crack of the finite element. transverse displacements analysis cracked tapered beam discrete spring model static analysis finite element method temelj z dvema parametroma počen stožčasti nosilec model diskretne vzmeti statična analiza metoda končnih elementov true false true Springer Nature https://link.springer.com/article/10.1007/s00161-024-01283-7 Angleški jezik Slovenski jezik © The Author(s) 2024 Članek v reviji 2024-02-28 14:11:29 2024-02-28 14:11:30 2025-07-22 09:49:45 0000-00-00 00:00:00 2024 0 0 14 str. iss. 2 Vol. 36 Feb. 2024 0000-00-00 Zaloznikova Objavljeno NiDoloceno 2023-10-03 2024-01-10 2024-02-17 624.131.5:519.6 187046915 10.1007/s00161-024-01283-7 1432-0959 s00161-024-01283-7.pdf s00161-024-01283-7.pdf 1 2028222E5863E402D214E5868D6D3D1F 125bdbc665a113e7b63a9363431d8998e17e9316cb1072374c18c31e594a952f f71e01a6-d63a-11ee-82a8-00155d000105 https://dk.um.si/Dokument.php?lang=slv&id=176481 https://link.springer.com/article/10.1007/s00161-024-01283-7 0 23fcdfe3-d63b-11ee-82a8-00155d000105 https://dk.um.si/Dokument.php?lang=slv&id=176482 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0