Mark W. Hilburger
- Effects of imperfections of the buckling response of composite shells. In: Thin-Walled Structures, v. 42, n. 3 (March 2004). (2004):
- Geometric imperfections and lower-bound methods used to calculate knock-down factors for axially compressed composite cylindrical shells. In: Thin-Walled Structures, v. 74 (January 2014). (2014):
- Progressive failure studies of stiffened panels subjected to shear loading. In: Composite Structures, v. 65, n. 2 (August 2004). (2004):