The distributions of stresses and strains in deep composite beams subjected to bending with shear, have been examined. Initially photoelastic models v/ere used. A method of manufacturing suitable photoelastic models is described, and a method of separating stresses, using a modified form of the well known shear difference method, has been developed. This enables a digital computer to be used to carry out the many calculations required to determine the separate stresses. This method is fully described and the computer program presented as an appendix, A number of finite element programs have been written, and a sample program, using elements which allow linear variations of strain within them is presented as an appendix so that other investi...
AbstractThis paper presents a comprehensive numerical investigation into the structural behaviour of...
Experiments were conducted to investigate the shear behaviour of large deep beams subjected to unifo...
The deflection of deep box-type elements due to shear deformations is treated. A closed-form express...
Cracks in concrete beams are due to an increase in shear stress appearing near the support such as w...
Cracks in concrete beams are due to an increase in shear stress appearing near the support such as w...
A full interaction method is presented for calculating the elastic bending stresses and shear stud f...
The article presents calculation results for model elastic problem of defining stress-strain state o...
Tests were carried out on deep beams of steel and concrete. The distribution of the horizontal stres...
The photoelastic technique was employed to investigate the normal stress variation in elastic pinned...
We have investigated the stress state of models of beams with damage in the form of cuts, simulatin...
This paper is a photoelastic investigation of the stresses in a deep beam using partial mirrors to o...
The paper deals with the two-dimensional photoelastic analysis of deep walls acting in conjunction w...
The purpose of this research program was to study the behaviour of full-scale deep beams with reali...
An analytical elastic-plastic stress analysis is carried out on metal-matrix composite beams of arbi...
This paper presents a kinematic model for deep beams capable of describing the deformed shape of suc...
AbstractThis paper presents a comprehensive numerical investigation into the structural behaviour of...
Experiments were conducted to investigate the shear behaviour of large deep beams subjected to unifo...
The deflection of deep box-type elements due to shear deformations is treated. A closed-form express...
Cracks in concrete beams are due to an increase in shear stress appearing near the support such as w...
Cracks in concrete beams are due to an increase in shear stress appearing near the support such as w...
A full interaction method is presented for calculating the elastic bending stresses and shear stud f...
The article presents calculation results for model elastic problem of defining stress-strain state o...
Tests were carried out on deep beams of steel and concrete. The distribution of the horizontal stres...
The photoelastic technique was employed to investigate the normal stress variation in elastic pinned...
We have investigated the stress state of models of beams with damage in the form of cuts, simulatin...
This paper is a photoelastic investigation of the stresses in a deep beam using partial mirrors to o...
The paper deals with the two-dimensional photoelastic analysis of deep walls acting in conjunction w...
The purpose of this research program was to study the behaviour of full-scale deep beams with reali...
An analytical elastic-plastic stress analysis is carried out on metal-matrix composite beams of arbi...
This paper presents a kinematic model for deep beams capable of describing the deformed shape of suc...
AbstractThis paper presents a comprehensive numerical investigation into the structural behaviour of...
Experiments were conducted to investigate the shear behaviour of large deep beams subjected to unifo...
The deflection of deep box-type elements due to shear deformations is treated. A closed-form express...