A gradient strain elasticity theory of plates is developed for the study of non-linear problems. The existence of intrinsic (material) length modifies Von Karman's non-linear equations for plates. The theory is applied to the study of the buckling behavior of a long rectangular plate under uniaxial compression and small lateral load, supported on a rigid plane foundation. (C) 2004 Elsevier SAS. All rights reserved.
机构:
Brno Univ Technol, Fac Mech Engn, Tech 2, Brno 61669, Czech Republic
Brno Univ Technol, Cent European Inst Technol CEITEC, Tech 2, Brno 61669, Czech RepublicBrno Univ Technol, Fac Mech Engn, Tech 2, Brno 61669, Czech Republic
Profant, Tomas
Friak, Martin
论文数: 0引用数: 0
h-index: 0
机构:
Inst Phys Mat ASCR, Zizkova 22, Brno 61662, Czech RepublicBrno Univ Technol, Fac Mech Engn, Tech 2, Brno 61669, Czech Republic
Friak, Martin
Rehak, Petr
论文数: 0引用数: 0
h-index: 0
机构:
Brno Univ Technol, Fac Mech Engn, Tech 2, Brno 61669, Czech Republic
Brno Univ Technol, Cent European Inst Technol CEITEC, Tech 2, Brno 61669, Czech RepublicBrno Univ Technol, Fac Mech Engn, Tech 2, Brno 61669, Czech Republic
Rehak, Petr
论文数: 引用数:
h-index:
机构:
Sestak, Petr
论文数: 引用数:
h-index:
机构:
Cerny, Miroslav
Pokluda, Jaroslav
论文数: 0引用数: 0
h-index: 0
机构:
Brno Univ Technol, Fac Mech Engn, Tech 2, Brno 61669, Czech Republic
Brno Univ Technol, Cent European Inst Technol CEITEC, Tech 2, Brno 61669, Czech RepublicBrno Univ Technol, Fac Mech Engn, Tech 2, Brno 61669, Czech Republic