Št. zadetkov: 13
Diplomsko delo
Oznake:
asfaltna vozišča;asfaltiranje;površinske prevleke vozišč;tankoplastne prevleke vozišč;vzdrževanje cestnega omrežja;organizacija asfalterskih del;
Tehnologija in organizacija površinskih in tankoplastnih prevlek asfaltnih vozišč : diplomsko delo
Leto:
2004
Vir:
Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo (UM FGPA)
Izvirni znanstveni članek
Oznake:
stabilnost;uklon;neelastičnost;kompoziti;zdrs;točno;stability;buckling;inelastic;composite;slip;exact;
A mathematical model for a slip-buckling problem has been proposed and its exactsolution has been found for the analysis of materially inelastic two-layer composite columns with non-linear interface compliance. The mathematical model has been carried out to evaluate exact critical buckling loads. It ...
Leto:
2011
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake:
slojevite konstrukcije;trdnost stika;nelinearno obnašanje;uklon;zdrs;layered structures;interfacial strength;non-linear behaviour;buckling;interlayer slip;
This paper presents an efficient mathematical model for studying the buckling behavior of geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. The present analytical model is based on the linearized stability theory and is capable of predicting exact cri ...
Leto:
2011
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake:
robni pogoji;stabilnost;uklon;analitične rešitve;slojevit steber;Reisssnerjev nosilec;zdrs;vzdolžna deformacija;kritična sila;elastičnost;sloji;boundary conditions;stability;buckling;analytical solutions;composite column;reissner beam;slip;axial deformation;critical load;elasticity;layers;
This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary ...
Leto:
2010
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Doktorska disertacija
Oznake:
gradbeništvo;disertacije;kompozitni nosilci;požar;Reissnerjeve enačbe;Thimoshenkov zakon;zdrs;oglenje;
Mehanska in požarna analiza kompozitnih nosilcev
Leto:
2007
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake:
požar;uklon;les;oglenenje;delno analitična rešitev;Reissnerjev nosilec;fire;buckling;timber;charring;semi-analytical solutions;Reissner beam;
A mathematical model for structural behavior of timber columns under fire has been proposed. The semi-analytical study has been carried out for evaluating the load-carrying capacity of timber columns exposed to fire. Particular emphasis has been given to critical buckling loads. For this purpose, a ...
Leto:
2011
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake:
požar;oglenenje;zdrs;Reissnerjeva teorija nosilcev;metoda končnih elementov;diferenčna metoda;fire;charring;slip;Reissner beam theory;finite element method;finite difference method;
The purpose of this paper is to model the behaviour of timber composite beams with interlayer slip, when simultaneously exposed to static loading and fire. A transient moisture-thermal state of a timber beam is analysed by the Luikov equations, and mechanical behaviour of timber composite beam is mo ...
Leto:
2009
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake:
stabilnost;uklon;kompozitni steber;elastičnost;zdrs;točna analiza;stability;buckling;compsite column;elasticity;slip;exact analysis;
A mathematical model for slip-buckling has been proposed and its analytical solution has been found for the analysis of layered and geometrically perfect composite columns with inter-layer slip between the layers. The analytical study has been carried out to evaluate exact critical forces and to com ...
Leto:
2009
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake:
kompozitni nosilec;zdrs;Timoshenkova teorija nosilcev;blokiranje;metoda končnih elementov;composite beam;interlayer slip;Timoshenko beam theory;locking;finite element method;
A new locking-free strain-based finite element formulation for the numerical treatment of linear static analysis of two-layer planar composite beams with interlayer slip is proposed. In this formulation, the modified principle of virtual work is introduced as a basis for the finite element discretiz ...
Leto:
2007
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)
Izvirni znanstveni članek
Oznake:
nosilci;strižna deformacija;elastičnost;kompoziti;zdrs;beams;shear deformation;elasticity;composite structures;slip;
A mathematical model is proposed and its analytical solution derived for the analysis of the geometrically and materially linear two-layer beams with different material and geometric characteristics of an individual layer. The model takes into account the effect of the transverse shear deformation o ...
Leto:
2007
Vir:
Fakulteta za gradbeništvo in geodezijo (UL FGG)