2021
DOI: 10.1016/j.engstruct.2021.111854
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Theoretical analysis of the mechanical behavior of double-ring joints under pure bending, bending-shear and eccentric loading conditions

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Cited by 16 publications
(1 citation statement)
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“…Either the reticulated shell's displacement will not converge as the PGA climbs over a certain threshold, or the structure will collapse. When the structure has reached the critical failure stage, the members yield over a wide range, whereas the overall yield degree of the joints is low [31,32]. Damage to the structure can be stated as an attribute of an unexpected change in the material or geometric properties that are acting against the functioning of the system and adversely affecting its safety, dependability, and performance.…”
Section: Scopementioning
confidence: 99%
“…Either the reticulated shell's displacement will not converge as the PGA climbs over a certain threshold, or the structure will collapse. When the structure has reached the critical failure stage, the members yield over a wide range, whereas the overall yield degree of the joints is low [31,32]. Damage to the structure can be stated as an attribute of an unexpected change in the material or geometric properties that are acting against the functioning of the system and adversely affecting its safety, dependability, and performance.…”
Section: Scopementioning
confidence: 99%