Add to ORKGIn this paper, the problem of torsional buckling of a thin-walled edge cracked column, under pure bending, is studied. To the authors’ knowledge, this subject has not been widely investigated in the literature. A cracked member can buckle in the plane orthogonal to the crack and out of plane triggering the Mode-III crack opening. Analytical expressions for the characteristic equation are derived for an I-beam. The influence of the crack length and position on the buckling load is investigated
he fracture behavior of cracked beam-columns with different load eccentricities is studied. A cracke...
Abstract: The governing differential equation for buckling of a non-uniform column is expressed in t...
An important task for engineers is to determine the effect of the damage like transverse cracks on t...
In this paper, the problem of torsional buckling of a thin-walled edge cracked column, under pure be...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
This paper presents an investigation on the behavior of cracked simply supported beams in the stabil...
The investigation of the stability behavior of slender columns with cracks is an important problem a...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
This paper analyses the carrying capacity of edge-cracked columns with different boundary conditions...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
Buckling under compression is a common phenomenon for thin-walled structures. Under certain conditio...
AbstractIn this paper, the elastic stability of slender columns weakened by multiple edge cracks sub...
This paper deals with the buckling analysis of cracked beam-columns. The crack is modelled with a un...
We present an analytical model, derived using the principle of virtual work, for closed and open thi...
In this paper the pure torsional buckling of thin-walled column members is investigated, with a spec...
he fracture behavior of cracked beam-columns with different load eccentricities is studied. A cracke...
Abstract: The governing differential equation for buckling of a non-uniform column is expressed in t...
An important task for engineers is to determine the effect of the damage like transverse cracks on t...
In this paper, the problem of torsional buckling of a thin-walled edge cracked column, under pure be...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
This paper presents an investigation on the behavior of cracked simply supported beams in the stabil...
The investigation of the stability behavior of slender columns with cracks is an important problem a...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
This paper analyses the carrying capacity of edge-cracked columns with different boundary conditions...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
Buckling under compression is a common phenomenon for thin-walled structures. Under certain conditio...
AbstractIn this paper, the elastic stability of slender columns weakened by multiple edge cracks sub...
This paper deals with the buckling analysis of cracked beam-columns. The crack is modelled with a un...
We present an analytical model, derived using the principle of virtual work, for closed and open thi...
In this paper the pure torsional buckling of thin-walled column members is investigated, with a spec...
he fracture behavior of cracked beam-columns with different load eccentricities is studied. A cracke...
Abstract: The governing differential equation for buckling of a non-uniform column is expressed in t...
An important task for engineers is to determine the effect of the damage like transverse cracks on t...