2013
DOI: 10.1016/j.ijmecsci.2013.05.015
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Simple calculation method for stress concentration and stress intensity of T-shaped member

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Cited by 3 publications
(1 citation statement)
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“…However, a large arc cannot be adopted in the thickness direction of a shear panel damper, owing to its thickness limitation. Therefore, a small arc fillet or a T-shape fillet [21] cannot be avoided. Through the rational design, the stress can be evenly distributed on the shear panel [22], as shown in Figure 1.…”
Section: Introductionmentioning
confidence: 99%
“…However, a large arc cannot be adopted in the thickness direction of a shear panel damper, owing to its thickness limitation. Therefore, a small arc fillet or a T-shape fillet [21] cannot be avoided. Through the rational design, the stress can be evenly distributed on the shear panel [22], as shown in Figure 1.…”
Section: Introductionmentioning
confidence: 99%