1. L. Euler, De curvis elasticis (1744)
2. A. G. Greenhill, Determination of the greatest height consistent with stability that a vertical pole or mast can be made, and of the greatest height to which a tree of given proportions can grow, Proc. Camb. Phil. Soc. 4, 65–73 (1881)
3. W. G. Bickley, The heavy elastica, Phil. Mag. Ser. 7 17, 603–622 (1934)
4. H. Lippmann, O. Mahrenholtz and W. Johnson, Thin heavy elastic strips at large deflexions, Int. J. Mech. Sci. 2, 294–310 (1961)
5. Large deflections of a cantilever beam with uniformly distributed load;Rohde, F. Virginia;Quart. Appl. Math.,1953