Dear Sir,Iam Dr Katrina A.Mears,from the Department of Ophthalmology and Visual Sciences,University of Iowa Carver College of Medicine,200 Hawkins Drive,Iowa City,Iowa,USA.I wish to present a case of endophthalmitis s...Dear Sir,Iam Dr Katrina A.Mears,from the Department of Ophthalmology and Visual Sciences,University of Iowa Carver College of Medicine,200 Hawkins Drive,Iowa City,Iowa,USA.I wish to present a case of endophthalmitis secondary to globe penetration from a hydrogel scleral buckle which,to the best of our knowledge,is the first reported case展开更多
The in-plane elastic buckling behavior of arches is investigated using a new finite-element approach for the nonlinear analysis. The linear buckling, nonlinear primary buckling, and secondary bifurcation buckling beh...The in-plane elastic buckling behavior of arches is investigated using a new finite-element approach for the nonlinear analysis. The linear buckling, nonlinear primary buckling, and secondary bifurcation buckling behavior of arches are compared taking into account the large deformation and the effects of initial geometric imperfections or perturbations. The theoretical investigation emphasizes the nonlinear secondary bifurcation buckling behavior for a full span uniformly distributed load. The efficiency of compact method for tracing secondary buckling path is shown through several examples. Finally, a new structural design, which prevents the secondary bifurcation buckling by adding some crossed cables across the arch, is proposed to improve the limit load carrying capacity.展开更多
文摘Dear Sir,Iam Dr Katrina A.Mears,from the Department of Ophthalmology and Visual Sciences,University of Iowa Carver College of Medicine,200 Hawkins Drive,Iowa City,Iowa,USA.I wish to present a case of endophthalmitis secondary to globe penetration from a hydrogel scleral buckle which,to the best of our knowledge,is the first reported case
文摘The in-plane elastic buckling behavior of arches is investigated using a new finite-element approach for the nonlinear analysis. The linear buckling, nonlinear primary buckling, and secondary bifurcation buckling behavior of arches are compared taking into account the large deformation and the effects of initial geometric imperfections or perturbations. The theoretical investigation emphasizes the nonlinear secondary bifurcation buckling behavior for a full span uniformly distributed load. The efficiency of compact method for tracing secondary buckling path is shown through several examples. Finally, a new structural design, which prevents the secondary bifurcation buckling by adding some crossed cables across the arch, is proposed to improve the limit load carrying capacity.
