Biomechanical Properties of Bovine Claw Horn
ABSTRACT Inadequate properties of concrete floors in cattle houses seem to be the primary cause of most claw problems, resulting in economic losses and impaired animal welfare. Many claw diseases are sequels of an extreme local overload. In this paper, the mechanical strength of bovine claw horn is studied.The average Young's modulus E determined in bending and compression using a test velocity of 1 mm/min was 382 MPa for horn from the dorsal wall of the bovine claw, 261 MPa for horn from the abaxial wall and 13·6 MPa for bulb horn. There is a significant difference in Young's modulus, hence in stiffness, between dorsal and abaxial wall horn. The average yield stress was 14·3 MPa for dorsal wall horn and 10·7 MPa for abaxial wall horn in a three-point bending test, and 56·0 MPa for bulb horn in a compression test on samples with 100 mm2 surface area and 4 mm height. The registered average Poisson's ratio ν was 0·38. Histological observations could not explain the biomechanical differences between the dorsal and abaxial wall horn. The number of horn tubules per mm2 was smaller and the diameter of the tubules larger in bulb horn than in wall horn.In future research, the yield stress of the horn will be related with the maximum pressures that can occur between cattle claw and concrete floor.
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ABSTRACT: Inadequate properties of concrete floors in livestock buildings seem to be an important cause of cattle lesions. High local pressures on claw tissues may contribute to damage of the claw. Monitoring of foot-to-ground pressure distributions may provide insight in the relation between high local pressures and foot lesions.In the current research, the pressure distribution of the foot-to-ground contact area was recorded using thin film tactile sensors. During the experiments, the sensor was located between previously prepared bovine claws and concrete samples with different surface roughness. The measurement procedure permitted a gradual increase in the vertical load on the claws at a test bench, while at the same time the contact area and the pressure distribution could be registered. Five different levels of surface roughness were obtained by finishing fresh concrete samples with a metal float, a wooden float or a brush, and by washing the concrete surface to two different degrees.The results showed a clear increase in contact area with increasing pressure. The abaxial wall and bulb of the claws had the major load-bearing function. The metal-floated concrete resulted in the largest contact area and the lowest pressures, while the washed concrete resulted in much smaller contact areas and higher pressures. Other finishing methods gave intermediate results.The maximum pressure under a load of 4 kN was about twice as high on a wooden-floated or lightly washed surface (around 40 MPa), compared to a metal-floated surface (around 20 MPa). On the severely washed out surface, the maximum pressure was even four to five times higher. This may indicate a higher risk on claw lesions due to local overload.Biosystems Engineering. 01/2003;
Chapter: Structural MaterialsCVD of Nonmetals, 12/2007: pages 321 - 366; , ISBN: 9783527614813
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ABSTRACT: Relative fixation of horseshoes on black versus white hooves has long been a topic of debate. Previous research has been insufficient to fully resolve the issue. In this study, a selection of 22 shod hooves were obtained for testing. The following variables were included: horse, hoof colour, hoof location, shoe type, nail length and shoe wear. Shoes and hooves were sectioned between nails using a fine-bladed band saw. Nails were then individually extracted while measuring required force and nail displacement, from which total energy required for extraction was calculated. Results indicate that both peak extraction force and energy were more variable for dark than light hooves, but that the overall means were not significantly different. For one shoe type, there was a single light hoof in which force and energy differed significantly from a corresponding dark hoof. For the remainder of the hooves included in this study, colour did not appear to have a strong affect on the resistance to nail extraction and hence shoe fixation. A significant correlation between nail length and resistance to nail extraction was also observed.Biosystems Engineering. 01/2004; 89(3):377-382.
Biomechanical Properties of Bovine Claw Horn
A. Franck1; G. Cocquyt2; P. Simoens2; N. De Belie1
1 Magnel Laboratory for Concrete Research, Department of Structural Engineering, Faculty of Engineering,
Ghent University, Technologiepark-Zwijnaarde 904, B-9052 Gent, Belgium ; e-mail of corresponding author:
2 Department of Morphology, Faculty of Veterinary Medicine, Ghent University, Salisburylaan 133, B-9820
Merelbeke, Belgium ; e-mail: Paul.Simoens@UGent.be
Inadequate properties of concrete floors in cattle houses seem to be the primary cause of most
claw problems, resulting in economic losses and impaired animal welfare. Many claw
diseases are sequels of an extreme local overload. In this paper, the mechanical strength of
bovine claw horn is studied.
The average Young’s modulus E determined in bending and compression using a test velocity
of 1 mm/min was 382 MPa for horn from the dorsal wall of the bovine claw, 261 MPa for
horn from the abaxial wall and 13.6 MPa for bulb horn. There is a significant difference in
Young’s modulus, hence in stiffness, between dorsal and abaxial wall horn. The average yield
stress was 14.3 MPa for dorsal wall horn and 10.7 MPa for abaxial wall horn in a three-point
bending test, and 56.0 MPa for bulb horn in a compression test on samples with 100 mm2
surface area and 4 mm height. The registered average Poisson’s ratio ? was 0.38. Histological
observations could not explain the biomechanical differences between the dorsal and abaxial
wall horn. The number of horn tubules per mm² was smaller and the diameter of the tubules
larger in bulb horn than in wall horn.
In future research, the yield stress of the horn will be related with the maximum pressures that
can occur between cattle claw and concrete floor.
bovine claw, keratin, concrete floor, Young’s modulus, Poisson’s ratio
E Young’s modulus, MPa
N number of samples
? Poisson’s ratio
s stress, MPa
In modern farms cattle are almost uniquely housed on full concrete floors or on pre-fabricated
slatted concrete floors. Despite the many advantages of concrete floors, animals often show
claw diseases which are the direct and indirect effects of the roughness and slipperiness of the
floor (McDaniel & Wilk, 1991). Many claw diseases are caused by traumata of the dermis of
the sole, which are sequels of an extreme local overload (Distl & Mair, 1993). Lameness in
cattle is widely recognised as a major economic and welfare problem (Vermunt & Greenough,
In this paper, the determination of the biomechanical properties of bovine claw horn is
presented. These properties are related with the architecture of the wall and bulb horn, i.e. the
arrangement and spatial relationship of tubular, intertubular and laminar horn cells.
The support and load bearing function of the bovine claw is provided by the epidermal claw
wall (mainly its abaxial portion) and partly by the bulbar part of the sole (Toussaint Raven et
al., 1977). This is especially the case on hard floor surfaces because, due to the axial
inclination of the sole, only the abaxial claw wall margin (solear margin) is in contact with the
substrate. On a soft soil, the sole will contribute more to the load bearing function.
As in most biological tissues, the equine hoof wall material is morphologically non-
homogeneous and mechanically orthotropic. In horses’ hooves there are differences in
biomechanical properties between inner and outer wall segments because of the difference in
histological and cytological organisation of the stratum medium and the regional differences
in water content (Leach & Zoerb, 1983). Similar differences can also be expected in bovine
claws. No significant differences in tensile forces on the nails that fixate the horseshoe could
be found between black and white horse hooves (Runciman et al., 2004), hence no differences
in mechanical strength between dark and light bovine claws are expected.
It has previously been proven that floor surface roughness has a profound effect on the claw-
floor contact area, average contact pressure and maximum local contact pressure (De Belie &
Rombaut, 2003). This study should contribute to better designed floors and improved animal
welfare and economy.
2. Materials and methods
2.1. Horn samples
The biomechanical properties of 46 samples of claw horn from 16 cattle were tested. The data
registered for all samples are summarised in Table 1. The mean weight of the samples was
3.049 g for dorsal and abaxial samples and 0.470 g for bulb samples. The mean age of the
cows the samples were taken from was 37.9 months and the mean weight was 671 kg.
A three-point bending test was used to examine 36 samples of wall horn (21 dorsal and 15
abaxial), and 10 samples of bulb horn were submitted to a compression test. No axial wall
samples were submitted to bending tests because the horn wall in this area was not high
enough to make a sample with sufficient length. The choice of the tests reflects the way the
claws are loaded in living animals.
The horn samples were cut from the claws of freshly slaughtered cows by m eans of an
oscillating saw (Figs 1 and 2). The underlying soft dermal structures were removed
The horn samples were stored in small sealed plastic containers to prevent dehydration. The
samples were then kept at 7°C until further refinement with a planing machine (with a slowly
moving chisel). This equipment was used to make a sample with smooth, parallel surfaces and
with precise dimensions (deviations of 0.1 mm only). This procedure was requisite because all
samples needed to have the same cross section for bending tests and the same surface area for
The dorsal and abaxial wall samples for the bending tests were 10 mm broad, 4 mm thick and
the length ranged between 45 and 60 mm, exceeding the 40 mm span between the supports of
the test machine. In the samples, the horn tubules were parallel with the length axis of the