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Post-tensioned glass beams
J. Cupać
*
*
Corresponding author for this work
Research output
:
Thesis
›
Dissertation (external)
Overview
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Dive into the research topics of 'Post-tensioned glass beams'. Together they form a unique fingerprint.
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Engineering
Failure (Mechanical)
100%
Beam System
100%
Application
66%
Failure Behavior
66%
Ductile Failure
66%
Accident Prevention
66%
Load Pres
66%
Ultimate Tensile Strength
66%
Prestress
66%
Failure Mechanism
66%
Crack
66%
Stainless Steel
33%
Production
33%
Roofs
33%
Longer Term
33%
Tensile Stress σ
33%
Floors
33%
Shear Behavior
33%
Point Bending
33%
Complete Data
33%
Service Life
33%
Structural Behavior
33%
Failure Mode
33%
Serviceability
33%
Load Capacity
33%
Glass Surface
33%
Impact Toughness
33%
Beam-Column
33%
Prestressing
33%
Technical Report
33%
Negative Effect
33%
Environmental Condition
33%
Permanent Load
33%
Research
33%
Limit State
33%
Event
33%
Analytical Model
33%
Building Envelope
33%
Loading Condition
33%
Tensiles
33%
Past Year
33%
Structural Element
33%
Building Construction
33%
Experiments
33%
Cracking Behavior
33%
Low Tensile Strength
33%
Stages
33%
Bridges
33%
Laminated Glass
33%
Brittleness
33%
Structural Response
33%
Enhanced Resistance
33%
Elements
33%
Corrosion
33%
INIS
glass
100%
beams
100%
failures
36%
cracking
13%
tensile strength
13%
shear
13%
tendons
9%
levels
9%
capacity
9%
applications
9%
bending
9%
safety
9%
cracks
9%
production
4%
surfaces
4%
zones
4%
shells
4%
brittleness
4%
flaws
4%
bridges
4%
construction
4%
stress corrosion
4%
building envelope
4%
roofs
4%
investigations
4%
tools
4%
stainless steels
4%
walls
4%
data
4%
loading
4%
service life
4%
redundancy
4%
floors
4%
Keyphrases
Beam Layout
40%
Column Wall
20%
Intrinsic Brittleness
20%
Beam Member
20%
Long-term Tensile Strength
20%
Effective Tensile Strength
20%
Initial Cracking
20%
Critical Shear Crack
20%
Materials Safety
20%
Post-tensioning Method
20%