Damage assessment of archaeological transport vessels

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Damage assessment of archaeological transport vessels Anno Hein and Vassilis Kilikoglou Institute for Nanoscience and Nanotechnology N.C.S.R. “Demokritos“

Transcript of Damage assessment of archaeological transport vessels

Damage assessment of archaeological transport vessels

Anno Hein and Vassilis Kilikoglou Institute for Nanoscience and Nanotechnology

N.C.S.R. “Demokritos“

Ancient wide distance trade

Agora Museum, Athens (ASCSA) 06/2016 [email protected]

06/2016 [email protected]

Transport of the containers

06/2016 [email protected]

Transport containers of the ancient world Transport amphorae present standardised volumes and shapes (specific for production place and particular content). They had to withstand considerable mechanical loads and stresses during use.

Transport containers

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The transport amphora

The primary functions of an amphora were: • Steady containment of the commodity

during trade, transport and consumption • Appropriate use of space in storing places

• Feasibility to lift and move the container

and its content usually by one person

• External representation of the content (type of commodity and region of origin)

The transport amphora as design problem

06/2016 [email protected]

The transport amphora

The transport amphora as design problem

Material properties Vessel design

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Material properties

Biaxial flexure test

load

30 mm

5 mm

2.5 mm

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Material Properties

Load – Displacement curves

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Modeling of the mechanical tests

sphere

cylinder

ceramic disk

Model design

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Modeling of the mechanical tests

Meshed mechanical model

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Modeling of the mechanical tests

Deformation and contact area

c. 1.2 mm

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Modeling of the mechanical tests

Contact status

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Modeling of the mechanical tests

c. 1.2 mm

Development of the contact area

c. 0.8 mm

c. 0.7 mm

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Modeling of the mechanical tests

Stress in the ceramic disk

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Modeling of the mechanical tests

0

200

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1000

1200

1400

0.00E+00 5.00E-05 1.00E-04 1.50E-04 2.00E-04 2.50E-040

200

400

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1000

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1400

0.00E+00 5.00E-05 1.00E-04 1.50E-04 2.00E-04 2.50E-040

200

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600

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1400

0.00E+00 5.00E-05 1.00E-04 1.50E-04 2.00E-04 2.50E-04

Displacement of the steel sphere

load

in N

displacement in m

Young’s modulus 12 GPa 15 GPa 18 GPa

There is still some discrepancy between model and experiment.

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Modeling of amphorae

Model design

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Modeling of amphorae

Modeling of the storage

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Modeling of amphorae

Modeling of the storage

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Modeling of amphorae

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Modeling of amphorae

weight load

fixed support

Constraints

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Modeling of amphorae

Estimated strain

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Modeling of amphorae

Estimated stress

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Modeling of amphorae

Contact area

Comparison with observed damages

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Modeling of amphorae

Comparison with observed damages

06/2016 [email protected]

Modeling of amphorae

06/2016 [email protected]

Modeling of amphorae

Comparison with observed damages

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Modeling of amphorae

Comparison with observed damages

06/2016 [email protected]

Summary

Amphorae were the most common transport containers for a large variety of commodities in antiquity. Failure of the amphora resulted usually in loss of the content. FEM allows for assessing the mechanical behavior of different amphora types under load. Furthermore, evidence of failure, i.e. observed amphora damages, can be interpreted and reconstructed. Differences of mechanical behavior can be investigated in terms of improvement of design, technology transfer and strategies for design solutions.