Based on the kinematic theorem of limit analysis, a finite element mathematical programming formulation of 3-D rigid-perfectly plastic bodies is presented. The penalty function method is used to deal with the plastic incompressibility. A direct iterative algorithm is employed in solving the above formulation. The numerical procedure has been applied to carry out the limit analysis of pipelines with or without defects on the outside surface under multi-loading system. The effects of ellipsoidal and rectangular part-through slots on the collapse loads of pipelines under multi-loading system are investigated in detail. All the numerical examples are given to illustrate its application
Numerical procedures for calculation of reference stresses for pipelines with circumferential defect...
The determination of lower bound limit load of 3-D structures is by no means an easy task, especiall...
The ultimate bearing capacity of a rigid, plane-strain pipe segment embedded in undrained clay is st...
In this paper, a finite element mathematical programming formulation is presented for the kinematic ...
The load carrying capacities of pipelines with three defects of four configurations and dimensions a...
A linear programming method is proposed for displacement analysis at the collapse-load level for cer...
A simplified method is proposed to evaluate limit load at incipient plastic collapse for a pipe made...
Local wall thinning is a common defect on the surface of pipelines, which can cause damage to the pi...
This paper is concerned with the integrity assessment of defective pressurized pipelines and pressu...
In this paper, the integrity assessment of pressurized pipelines containing defects is performed by ...
Numerical calculation of collapse load (limit load) of a structure, made of elastic-plastic material...
In this study, the limit load, shakedown and ratchet limit of a defective pipeline subjected to cons...
A simplified numerical method for both lower and upper-bound limit analyses of 3-D structure has bee...
In this study, the limit load, shakedown and ratchet limit of a defective pipeline subjected to cons...
Plastic collapse of pipe bends with attached straight pipes under combined internal pressure and in-...
Numerical procedures for calculation of reference stresses for pipelines with circumferential defect...
The determination of lower bound limit load of 3-D structures is by no means an easy task, especiall...
The ultimate bearing capacity of a rigid, plane-strain pipe segment embedded in undrained clay is st...
In this paper, a finite element mathematical programming formulation is presented for the kinematic ...
The load carrying capacities of pipelines with three defects of four configurations and dimensions a...
A linear programming method is proposed for displacement analysis at the collapse-load level for cer...
A simplified method is proposed to evaluate limit load at incipient plastic collapse for a pipe made...
Local wall thinning is a common defect on the surface of pipelines, which can cause damage to the pi...
This paper is concerned with the integrity assessment of defective pressurized pipelines and pressu...
In this paper, the integrity assessment of pressurized pipelines containing defects is performed by ...
Numerical calculation of collapse load (limit load) of a structure, made of elastic-plastic material...
In this study, the limit load, shakedown and ratchet limit of a defective pipeline subjected to cons...
A simplified numerical method for both lower and upper-bound limit analyses of 3-D structure has bee...
In this study, the limit load, shakedown and ratchet limit of a defective pipeline subjected to cons...
Plastic collapse of pipe bends with attached straight pipes under combined internal pressure and in-...
Numerical procedures for calculation of reference stresses for pipelines with circumferential defect...
The determination of lower bound limit load of 3-D structures is by no means an easy task, especiall...
The ultimate bearing capacity of a rigid, plane-strain pipe segment embedded in undrained clay is st...