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Computational study of failure of hybrid steel trussed concrete beams
Roberto Ballarini
, Lidia La Mendola
,
Jia Liang Le
, Alessia Monaco
Research output
:
Contribution to journal
›
Article
›
peer-review
20
Scopus citations
Overview
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Keyphrases
Computational Study
100%
Hybrid Steel Trussed-concrete Beams
100%
Finite Element Model
50%
Three-dimensional (3D)
25%
Failure Mechanism
25%
Numerical Model
25%
Three-point Bending
25%
Load Capacity
25%
Failure Mode
25%
Geometric Similarity
25%
Peak Load
25%
Finite Element Simulation
25%
Three Dimensional Finite Element Model
25%
Steel Truss
25%
Failure Behavior
25%
Industrial Practice
25%
Shear Failure
25%
Concrete Constitutive Relation
25%
Interfacial Model
25%
Flexural Failure
25%
Contact Condition
25%
Engineering
Concrete Beam
100%
Finite Element Modeling
75%
Point Bending
25%
Load Capacity
25%
Peak Load
25%
Finite Element Simulation
25%
Constitutive Relation
25%
Contact Condition
25%
Shear Failure
25%
Failure Behavior
25%
Geometrical Similarity
25%
Failure Mechanism
25%
Numerical Model
25%
Failure Mode
25%