Developed a method for calculating the load carrying capacity of castellated I-beam with ideal elastoplastic material model in ANSYS Mechanical. The method verified in the test problem of bending a rectangular beam. The ultimate load and ratio of ultimate load to limited load for two different I-beams were calculated. The method can be used for other steel construction
A study of the bending action and load capacity of combined steel/aluminium members
The analytical expressions and graphs for determining a limiting load have been obtained using the m...
Nowadays, castellated beam becomes popular in building structural as beam members. This is due to se...
Developed a method for calculating the load carrying capacity of castellated I-beam with ideal elast...
Developed a method for calculating the load carrying capacity of castellated I-beam with ideal elast...
Two theories were presented for constructing either moment-load or load-deflection relations as well...
Nowadays in the construction of modem buildings, it is necessary to accommodate pipes and ducts nece...
A theory is presented for constructing loadcreep deflection curves for beam-columns at any specified...
A study of the bending action and load capacity of combined steel/aluminium members
The load-carrying capacity of steel structures and members subjected mostly to bending depends in la...
The load-carrying capacity of steel structures and members subjected mostly to bending depends in la...
An effective moment of inertia is developed for a rectangular, prismatic elastoplastic beam with ela...
The central part is the creation of a finite element model of the specified ceiling construct by usi...
An effective moment of inertia is developed for a rectangular, prismatic elastoplastic beam with ela...
An effective moment of inertia is developed for a rectangular, prismatic elastoplastic beam with ela...
A study of the bending action and load capacity of combined steel/aluminium members
The analytical expressions and graphs for determining a limiting load have been obtained using the m...
Nowadays, castellated beam becomes popular in building structural as beam members. This is due to se...
Developed a method for calculating the load carrying capacity of castellated I-beam with ideal elast...
Developed a method for calculating the load carrying capacity of castellated I-beam with ideal elast...
Two theories were presented for constructing either moment-load or load-deflection relations as well...
Nowadays in the construction of modem buildings, it is necessary to accommodate pipes and ducts nece...
A theory is presented for constructing loadcreep deflection curves for beam-columns at any specified...
A study of the bending action and load capacity of combined steel/aluminium members
The load-carrying capacity of steel structures and members subjected mostly to bending depends in la...
The load-carrying capacity of steel structures and members subjected mostly to bending depends in la...
An effective moment of inertia is developed for a rectangular, prismatic elastoplastic beam with ela...
The central part is the creation of a finite element model of the specified ceiling construct by usi...
An effective moment of inertia is developed for a rectangular, prismatic elastoplastic beam with ela...
An effective moment of inertia is developed for a rectangular, prismatic elastoplastic beam with ela...
A study of the bending action and load capacity of combined steel/aluminium members
The analytical expressions and graphs for determining a limiting load have been obtained using the m...
Nowadays, castellated beam becomes popular in building structural as beam members. This is due to se...
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