Advances in Mechanical Engineering Research; Volume 2 by David E. Malach

By David E. Malach

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4). This will be discussed in the now following. g. 4. 5) with a width ―b‖, length ―l‖ and thickness ―t‖, loaded to the stress  . 3, the constant external load  does the work on the specimen of:   b  t   BD  l    b  t   BD  AABDC , where  BD is the strain increase due to the cracking and  BD the corresponding displacement. 3. 5. 4. 3. The same follows at unloading at yield drop. Because every point of the softening curve gives the Griffith strength, which decreases with increasing crack length, unloading is necessary to maintain equilibrium.

C. M. M. M. Leijten, Evaluation of perpendicular to the grain failure of beams, caused by concentrated loads of joints. CIB-W18A/33-7-7, meeting 33, Delft, The Netherlands, August 2000. RILEM state of the art report on fracture mechanics, Espoo, 1991. 7. 1. Introduction As for square end-notches, the analysis can be based on the compliance change by an infinitesimal crack increase. 2 of [1]) and joints in the middle of the beam (the other G-series), and also the calculated clamping effect difference by crack extension is of lower order, this clamping effect of the fractured beam at the joint in the middle of a beam, has to be disregarded as necessity of the virtual energy equation of fracture.

9 lower. 9 . Thus nc  12 for series B. 5 . The same value should have been measured for series C because the number of 3 nails also is below nc / 2  6 . 5 . 5 . As mentioned a mean value of 12 is now the Eurocode requirement. 5  nc , depends on dimensioning of the joint and thus on amount of hardening by the spreading effect of embedding strength. Thin, long nails at larger distances 46 T. A. C. M. van der Put in thick wood members are less dangerous for splitting and show a high value of nc .

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