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Table 4:

Tensile strengths of selected stony fireballs.

Meteorite
  D k $\kappa$ Ref.
    [m] [MPa] [N m-3/2]  

Almahata Sitta
1st fragm. 4 0.2-0.3 $3\times 10^5$ (1)
  main fragm. 4 1 $1\times 10^6$  
EN070591 1st fragm. 1.4 <0.4 < $3\times 10^5$ (2)
  main fragm. 1.4 9 $6\times 10^6$  
EN171101 1st fragm. 1.4 4 $3\times 10^6$ (2)
  main fragm. 1.4 12 $9\times 10^6$  
Carancas no fragm. 0.9-1.7 >16 > $1\times10^7$ (2)
Granit lab. sample 0.03 10 $2\times 10^6$ (3)

Notes. D is the effective diameter, given in the literature or computed by us from the estimated mass under the assumption of a bulk density of $\rho=2500~{\rm kg}~{\rm m}^{-3}$, k is the tensile strength, and $\kappa$ is the tensile strength coefficient. Almahata Sitta originates from 2008 TC3
References: (1) Jenniskens et al. (2009); (2) Borovicka & Spurný (2008); (3) Housen & Holsapple (1999).


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