2023
DOI: 10.1016/j.ijmecsci.2022.107908
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Displacement-function analysis of local stresses in thick beams on simple supports

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Cited by 3 publications
(1 citation statement)
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“…Firstly, we assume that the basic functions of a 20-nodes Serendipity higher-order grid are N 1 ′ ∼ N 20 ′ . Substitute N 1 ′ ∼ N 20 ′ and N 21 into the displacement function [32]: Substitute ξ � 0, η � 0, ζ � 1 into equation ( 19)…”
Section: Transition Unit (Asymmetric High Order Element)mentioning
confidence: 99%
“…Firstly, we assume that the basic functions of a 20-nodes Serendipity higher-order grid are N 1 ′ ∼ N 20 ′ . Substitute N 1 ′ ∼ N 20 ′ and N 21 into the displacement function [32]: Substitute ξ � 0, η � 0, ζ � 1 into equation ( 19)…”
Section: Transition Unit (Asymmetric High Order Element)mentioning
confidence: 99%