Page 60 - Kutnar, Andreja, et al., eds., 2015. Proceedings of the 1st COST Action FP1307 International Conference - Life Cycle Assessment, EPDs, and modified wood. University of Primorska Press, Koper.
P. 60
lysis
 of
 neutral
 axis
 position
 in
 thermally
 modified
 wood
 using
 DIC
 

Václav
 Sebera*1,
 Martin
 Brabec2,
 Petr
 Čermák3
 ,
 Jan
 Tippner4,
 Jaromír
 Milch5
 

Department
 of
 Wood
 Science,
 Faculty
 of
 Forestry
 and
 Wood
 Technology,
 Mendel
 
University
 in
 Brno,
 Zemědělská
 3,
 613
 00
 Brno,
 Czech
 Republic,
 e-­‐mails:
 
1vaclav.sebera@mendelu.cz,
 2martin.brabec@mendelu.cz,
 
 
3petr.cermak.und@mendelu.cz,
 4jan.tippner@mendelu.cz,
 5jaromir.milch@mendelu.cz


 

Keywords:
 neutral
 axis,
 DIC,
 thermal
 modification,
 bending
 

 

Thermally
  modified
  timber
  (TMT)
  has
  been
  long
  recognized
  as
  an
  efficient
  and
  eco-­‐friendly
 
alternative
 to
 tropical
 species
 and
 wood
 treated
 by
 other
 techniques.
 Nevertheless,
 the
 range
 of
 
feasible
 applications
 for
 TMT
 is
 limited
 by
 undesired
 side
 effects,
 such
 as
 reduction
 of
 mechanical
 
properties.
  For
  a
  material,
  it
  is
  important
  to
  know
  the
  location
  of
  the
  neutral
  axis
  (NA).
  The
  NA
 
can
  be
  successfully
  located
  by
  means
  of
  the
  full-­‐field
  optical
  techniques.
  It
  is
  hypothesized
  that
 
thermal
 modification
 affects
 the
 tensile
 and
 compressive
 wood
 stiffness
 parallel
 to
 the
 grain
 on
 a
 
different
  level,
  so
  the
  location
  of
  the
  NA
  changes.
  Therefore,
  this
  paper
  aims
  to
  obtain
  the
  full-­‐
field
 axial
 strains
 by
 the
 optical
 technique
 applying
 the
 principles
 of
 the
 digital
 image
 correlation
 
(DIC)
 for
 the
 NA
 localization
 in
 thermally
 modified
 wood
 loaded
 by
 the
 three-­‐point
 bending.
 
 

The
  samples
  were
  cut
  from
  untreated
  and
  differently
  thermally
  modified
  (180
  °C
  and
  200
  °C)
 
wood
 of
 the
 European
 beech
 (Fagus
 sylvatica
 L.)
 as
 clear
 orthotropic
 blocks
 with
 dimensions
 of
 14
 
mm
 ×
 14
 mm
  x
  210
  mm
  (radial
  (R)
  x
  tangential
  (T)
  x
  longitudinal
  length
  (L))
  meeting
  the
 
requirements
  of
  the
  BS
  373
  (British
  Standard
  Institution
  1957).
  Before
  the
  sampling,
  all
  source
 
material
  was
  conditioned
  in
  a
  climate
  chamber
  at
  20
  °C
  and
  65
  %
  relative
  humidity
  until
  the
 
equilibrium
  moisture
  content
  (EMC)
  was
  reached.
  The
  three-­‐point
  loading
  of
  the
  samples
  in
  the
 
tangential
  direction
  was
  carried
  out
  using
  the
  universal
  testing
  machine,
  Zwick
  Z050/TH
  3A
 
equipped
 with
 a
 50
 kN
 load
 cell.
 The
 deformation
 induced
 in
 the
 samples
 was
 determined
 by
 the
 
full-­‐field
 optical
 stereovision
 system
 consisting
 of
 two
 CCD
 cameras.
 The
 system
 was
 calibrated
 to
 
an
  area
  of
  interest
  (AOI),
  which
  was
  210
  mm
  ×
  14
  mm.
  The
  images
  were
  captured
  every
 
0.25
 seconds
 (4
 Hz)
 and
 synchronized
 with
 the
 applied
 force.
 The
 strain
 fields
 at
 the
 AOI
 from
 the
 
partial
  derivatives
  of
  the
  displacement
  using
  Lagrange
  notation
  were
  calculated
  in
  Vic-­‐3D
 
(Correlated
 Solutions
 Inc.).
 

RESULTS
 

Fig.
 1
 shows
 that
 the
 variation
 in
 the
 zero
 axial
 strain
 position
 (i.e.,
 NA
 location)
 within
 the
 sample
 
height
  increased
  as
  the
  distance
  from
  the
  loading
  point
  at
  the
  midspan
  increased.
  This
  is
 


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