The effect of longitudinal cracks and interface adhesion on buckling of columns: analytical solution
Author:
Funder
Javna Agencija za Raziskovalno Dejavnost RS
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering
Link
http://link.springer.com/content/pdf/10.1007/s00419-019-01536-x.pdf
Reference34 articles.
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2. Wang, Q., Chase, J.G.: Buckling analysis of cracked column structures and piezoelectric-based repair and enhancement of axial load capacity. Int. J. Struct. Stab. Dyn. 3(1), 17–33 (2003)
3. Wang, C.Y., Wang, C.M., Aung, T.M.: Buckling of a weakened column. J. Eng. Mech. ASCE 130(11), 1373–6 (2004)
4. Zhou, L., Huang, Y.: Crack effect on the elastic buckling behavior of axially and eccentrically loaded columns. Struct. Eng. Mech. 22(2), 169–84 (2006)
5. Loya, J.A., Vadillo, G., Fernández-Sáez, J.: First-order solutions for the buckling loads of Euler–Bernoulli weakened columns. J. Eng. Mech. ASCE 136(5), 674–9 (2010)
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