Edited by Chien Ming Wang, E. Archive of Applied Mechanics, 67 3: 179-190. He has been listed as a most cited researcher in civil engineering in the Shanghai Ranking for academic subjects 2016. Hence it is desirable to have exact relationships between solutions of the classical theory and shear deformation theories so that whenever classical theory solutions are available, the corresponding solutions of shear deformation theories can be readily obtained. Thermal conductivity of graphene and its polymer nanocomposites: a review.
August 3, 2006-August 5, 2006. Journal of Applied Physics, 101 2:. In: 11th 2001 International Offshore and Polar Engineering Conference, Stavanger, 272-278. Optimal Location of Rigid Braces in Beams for Maximum Elastic Buckling Load. Hence it is desirable to have exact relationships between solutions of the classical theory and shear deformation theories so that whenever classical theory solutions are available, the corresponding solutions of shear deformation theories can be readily obtained.
International Journal of Solids and Structures, 51 25-26: 4307-4315. Wave induced deflections and stress-resultants of two-floating fuel storage system. Structural Engineering and Mechanics, 11 1: 89-104. In: International Conference on Computational Methods in Engineering, Singapore,. The goal of this monograph is to bring together these relationships for beams and plates in a single volume. It includes problems at the end of each chapter to use, extend, and develop relationships.
He has also contributed to the development of continuum models for carbon nanotubes, graphene and graphyne sheets. Computational Materials Science, 37 4: 578-581. Computers and Structures, 30 6: 1367-1373. Journal of Constructional Steel Research, 26 2-3: 211-230. Problems are included at the end of each chapter to use, extend, and develop new relationships.
The proposed theories exactly satisfy the transverse stress boundary conditions on the bottom and top surfaces of the beam which were true in earlier shear deformation theories also. Theoretical and Applied Mechanics, 42 2: 223-248. Journal of Engineering Mechanics, 129 7: 835-838. At last, sensitivity study of the viscous effects is performed. Advances in Structural Engineering, 1 2: 143-157.
For a taut symmetrically restrained local string with sliding ends, the fundamental frequency always approaches to zero and the second frequency always approaches to π. This paper investigates the effect of long-range interaction forces in the longitudinal vibration of an axial linear elastic lattice. Journal of Applied Physics, 101 5:. In: 14th Conference on Science and Technology, Ho Chi Minh City, Vietnam,. Engineering Structures, 21 4: 291-305. International Journal of Modern Physics B, 22 28: 4975-4986.
In: International Conference on Structural Stability and Dynamics, Taipei, Taiwan,. Starting from a continualization of the higher-order difference equations, a nonlocal elastic continuum is constructed to approximate the behavior of the axial lattice with generalized short and long-range interactions. Computers and Structures, 63 3: 455-464. He is also the Adjunct Professor in the Department of Civil Engineering, Monash University, Australia and was elected as Monash Civil Engineering Alumnus of the Year 2015 for his significant contributions to the engineering profession. This study examines the effectiveness of vertical elastic mooring lines in reducing hydroelastic responses for various wavelengths, incident wave angles and aspect ratios. But the need for analytical solutions in addition to numerical methods is what drove the creation of Exact Solutions for Buckling of Structural Members.
Rectangular plates of various boundary conditions, aspect ratios, composed of different numbers of layers, and with one, two and three internal point supports are analysed. Journal of Nanomechanics and Micromechanics, 5 1:. The stress gradient nonlocal theory offers an efficient engineering continuum framework, which accurately fits the response of generalized lattice with N-neighbor interaction. Fourth International Conference on Advances in Steel Structures, Shanghai, China, 1715-1722. It allows readers to assess the reliability and accuracy of solutions obtained by numerical methods.