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Construction with Bamboo
Diplom-Ingenieur Christoph Tönges |
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We know that the mechanical properties of timber are changing with the age,
date of harvest, degree of humidity and climate, soil conditions, location,
etc. Furthermore, there are differences over the length of the trunk or
cross-section, and also, whether the loads are parallel or perpendicular
to the direction of the
fibers. |
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(15) Pile of Guadua in Pereira, A | ||
Since the bamboo canes differ from each other and can not be cut like timber,
they cannot be standardized. Moreover, the mechanical qualities of bamboo
depend on the botanical species, its habitat, the age of the cane at the date
of
harvest,
the
moisture content and
of course on diameter and wall thickness. So it is recommended to sort the culms
accordingly. |
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(16) Pile of Guadua in Pereira, B | ||
Strength properties
In a cross-section of a bamboo culm it has to be distinguished between a dark
outer zone (approximately 30 percent) with closely packed
fibers
and a white inner zone (about 70 percent), which is rather porous. With
increasing culm height the share of percentage of the dense exterior fibers
in relation to the cross-sectional area increases and therefore slim canes
are superior to thick-walled bamboo.
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(17) Partial section | ||
The bamboo tube is stiffened by the nodes by preventing buckling of the
culm wall: The fibers are curved towards the culm axis, similar to a
multiple-curved surface. Their MOE is 40 percent less than that of the
internodes.
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(18) Testing the tensile strength | ||
The compression strength, however, increases with the age. In a test the 6 year old culms showed 2,5 times the compression strength than the one year old ones. Cane sections with nodes show approximately 8 percent higher compression strength values parallel to the fiber compared to sections without nodes. In tests with compression load perpendicular to the culm axis, the nodes cause strength values up to 45 percent higher than in tests with tube sections without nodes. The sea level, at which the plant grows, as well as the age of the poles have a big influence on the silicification of the vessels, which leads to a considerable increase of compression strength. |
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(19) Breakage test | ||
The shear strength of thin bamboo canes is higher than that of thick-walled tubes, caused by the ratio of the rigid fibers to the sectional area. The shear strength of node material is about 50 percent higher than that of internode material. |
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(21) Shear load | ||
'Atrops' examined bamboo that is usual for building
materials: Tube diameter 70-100 mm, wall thickness 6-12 mm, used for
a span of 3,60 m. The elastic deflection was min=1/25,9; max=1/16,1;
on average 1:20,1 of the span.
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(20) Deflection test | ||
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Characteristic material values
The values listed in the table on the left are mean strength values of bamboo
'Guadua angustifolia'.
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(25) Characteristic values with indirect comparison ! | ||||||||||||||||||||||||||||||||||||
Fracture behavior
The bamboo tubes behave well at compression load. No sudden buckling nor cracking of the tube wall occurs. Shear fractures are the most frequent failures in bending tests. These are favored by drying cracks parallel to the culm axis. The internodes in which high shear stresses occur should therefore be filled with concrete. In case of shear failure, there will always remain a load-carrying capacity of the two halves. |
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(23) Shear failure | ||
The fracture behavior of conventional timber differs from the fracture behavior
of bamboo. Cracking of individual fibers does not lead to a spontaneous break of
the whole cane. The appearing cracks are immediately redirected into the fiber
direction and therefore affect less the stressed part. The input of energy is
retarded. The reinforcement nodes (diaphragms) prevent the emerging longitudinal
cracks from spreading over the entire tube length.
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(24) Fracture | ||
Behavior in earthquakes or hurricanes
Jules Janssen
states in his thesis that in case of a dynamic overload, as it occurs in
earthquakes and hurricanes, following reactions can be realized: Statistically
steel fails before concrete does and if steel failed long ago and 80 percent
of the concrete constructions collapsed, then only 10 percent of the
constructions of bamboo and wood would fail, see diagram on the left!
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(22) Gaussian curves | ||
Burning behavior
On the basis of the high concentration of silicic acid in the "bark" and the
high density, bamboo is classified, according to the DIN 4102 (Burning behavior
of building materials), as flammable but hardly combustible. The ignition
susceptibility depends particularly on the position of the component, so
horizontal components are less susceptible as diagonal or vertical components.
On a horizontal bamboo cane, the flame spreads annularly to the next knot point
(node). There the fire dies down because the flame cannot pass easily the hardly
combustible node (diaphragm) to the next segment (internode).
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(26) Combustion behavior | ||
Efficiency
In his thesis, Jules Janssen describes the enormous efficiency of the material bamboo. A comparison of the energy balances of different building materials informs about the sustainability of bamboo (ie. the energy, that is required to produce a unit of a building material of a certain load capacity): |
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(27) Energy input and capability in comparison | ||||||||||||||||||||||||||||||||||||||
Conclusion
Bamboo material (with its physical properties) is more than a match for timber;
but only proper handling and application bring these advantages into effect.
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(28) 52 m bridge in Pereira, J.Stamm | ||||
Bibliography
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Links
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A Japanese saying recommends
to be flexible in his life like a bamboo, because if it is pressed down by the wind, it gets up again! |
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