Buckling of load-carrying column structures is an important design constraint in light-weight structures as it may result in the collapse of an entire structure. When a column is loaded by an axial compressive load equal to its individual critical buckling load, a critically stable equilibrium occurs. When loaded above its critical buckling load, the passive column may buckle. If the actual loading during usage is not fully known, stability becomes highly uncertain
For slender beam-columns loaded by axial compressive forces, active buckling control provides a poss...
Finite element formulation is employed to study the stability behaviour of columns subjected to an i...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
Buckling of load-carrying column structures is an important design constraint in light-weight struct...
Sudden buckling of slender column structures may occur due to axial unforeseen overloads, imperfecti...
This paper studies the approach to control uncertainties in a simple column structure critical to bu...
Slender beam-columns in lightweight mechanical load-bearing structures are sensitive to failure by b...
Slender beam-columns loaded by axial compressive forces may buckle when the forces exceed the buckli...
Buckling is an important design constraint in light-weight structures as it may result in the collap...
Buckling of load-carrying beam-columns is a severe failure scenario in light-weight structures. The ...
Summary: Buckling of slender beam-columns subject to axial compressive loads represents a critical d...
In the process of designing an active load carrying system, a number of uncertainties are present. T...
In this paper, active buckling control of an imperfect slender beam-column with circular cross-secti...
For slender beam-columns loaded by axial compressive forces, active buckling control provides a poss...
Abstract. Buckling of compressed flat-end columns loaded by unattached flat platens is shown, theore...
For slender beam-columns loaded by axial compressive forces, active buckling control provides a poss...
Finite element formulation is employed to study the stability behaviour of columns subjected to an i...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...
Buckling of load-carrying column structures is an important design constraint in light-weight struct...
Sudden buckling of slender column structures may occur due to axial unforeseen overloads, imperfecti...
This paper studies the approach to control uncertainties in a simple column structure critical to bu...
Slender beam-columns in lightweight mechanical load-bearing structures are sensitive to failure by b...
Slender beam-columns loaded by axial compressive forces may buckle when the forces exceed the buckli...
Buckling is an important design constraint in light-weight structures as it may result in the collap...
Buckling of load-carrying beam-columns is a severe failure scenario in light-weight structures. The ...
Summary: Buckling of slender beam-columns subject to axial compressive loads represents a critical d...
In the process of designing an active load carrying system, a number of uncertainties are present. T...
In this paper, active buckling control of an imperfect slender beam-column with circular cross-secti...
For slender beam-columns loaded by axial compressive forces, active buckling control provides a poss...
Abstract. Buckling of compressed flat-end columns loaded by unattached flat platens is shown, theore...
For slender beam-columns loaded by axial compressive forces, active buckling control provides a poss...
Finite element formulation is employed to study the stability behaviour of columns subjected to an i...
The analysis of buckling of elastic columns is one of the first problem in structural engineering t...