This paper presents a new research perspective for studying the influence of the web opening location on continuous composite beams. Nonlinear finite element models were established to precisely simulate continuous composite beams. The hole location was taken as the variable parameter, and the optimal web opening location of continuous composite beams was comprehensively analyzed and studied from five perspectives. The results show that the most advantageous location is the sagging bending moment region near the side supports. At this location, the composite beam has a relatively higher ultimate bearing capacity and ductility, and the beam is allowed to develop a certain degree of plasticity before shear failure of the opening. In addition,...
The design of composite beams with large rectangular or circular openings is an important structural...
Ultimate strength of composite beam subjected to combined interaction of negative bending and axial ...
This paper presents the findings of a design development project for perforated beams fully integrat...
This paper presents a new research perspective for studying the influence of the web opening locatio...
Utilizing composite action allows efficient use of construction materials and results in saving ...
In order to investigate the shear behaviour and main factors of steel-concrete composite beam with w...
Design techniques for composite beams with web openings have been under development for well over 30...
AbstractIn the design of most bridge girders with composite girders composed of steel–concrete compo...
The purpose of this investigation was to study the behavior and develop an ultimate strength model f...
Procedures for calculating the deflections of composite beams with web openings are described. Initi...
Terminology a o "length of opening d h , d l "distance from top of steel section to centro...
This paper presents the basis for the design of steel and composite beams with large web openings. T...
Durchlaufende Verbundträger können mit dem Fließgelenkverfahren berechnet werden. Bei dieser Methode...
ii Three design methods, osiginally deveIoped by Donahey and Darwin (19861, for dewmining the maximu...
In this paper, a research and development project is reported which aims to develop numerical analys...
The design of composite beams with large rectangular or circular openings is an important structural...
Ultimate strength of composite beam subjected to combined interaction of negative bending and axial ...
This paper presents the findings of a design development project for perforated beams fully integrat...
This paper presents a new research perspective for studying the influence of the web opening locatio...
Utilizing composite action allows efficient use of construction materials and results in saving ...
In order to investigate the shear behaviour and main factors of steel-concrete composite beam with w...
Design techniques for composite beams with web openings have been under development for well over 30...
AbstractIn the design of most bridge girders with composite girders composed of steel–concrete compo...
The purpose of this investigation was to study the behavior and develop an ultimate strength model f...
Procedures for calculating the deflections of composite beams with web openings are described. Initi...
Terminology a o "length of opening d h , d l "distance from top of steel section to centro...
This paper presents the basis for the design of steel and composite beams with large web openings. T...
Durchlaufende Verbundträger können mit dem Fließgelenkverfahren berechnet werden. Bei dieser Methode...
ii Three design methods, osiginally deveIoped by Donahey and Darwin (19861, for dewmining the maximu...
In this paper, a research and development project is reported which aims to develop numerical analys...
The design of composite beams with large rectangular or circular openings is an important structural...
Ultimate strength of composite beam subjected to combined interaction of negative bending and axial ...
This paper presents the findings of a design development project for perforated beams fully integrat...