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Why direct tension test specimens break flexing to the side
Zdeněk P. Bažant
, Luigi Cedolin
Civil and Environmental Engineering
Research output
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Contribution to journal
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Article
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peer-review
20
Scopus citations
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Physics
Plastic Deformation
100%
Flexing
100%
Sides
80%
Bifurcation
40%
Deflection
20%
Strength of Materials
20%
Region
20%
Failure
20%
Behavior
20%
Responses
20%
Geometry
20%
Rotation
20%
Thermodynamics
20%
Fracture
20%
View
20%
INIS
strain softening
100%
bifurcation
40%
stability
20%
beams
20%
size
20%
thermodynamics
20%
length
20%
geometry
20%
failures
20%
peaks
20%
yields
20%
equilibrium
20%
loading
20%
cross sections
20%
zones
20%
rotation
20%
fractures
20%
energy absorption
20%
restraints
20%
unloading
20%
peak load
20%
Engineering
Test Specimen
40%
Quasi-Brittle Material
40%
Deflection
20%
Thermodynamics
20%
Cross Sections
20%
Stability Analysis
20%
Tensiles
20%
Simple Model
20%
Peak Load
20%
Axial Force
20%
Centroid
20%
Energy Absorption Capability
20%
Elastic Beam
20%
Straightening
20%
Failure (Mechanical)
20%
Properties
20%
Yields
20%
Fracture
20%
Columns (Structural)
20%
Maximum Load
20%