Issue 15
P. F
. Fuchs et alii, F
rattura ed Integ
rità Strutturale,
15 (2011) 64-7
3; DOI: 10.3221
/IGF-ESIS.15.07
stat goo Fin
istical evalua d approach ally, the follo The BLCBT times depen BLDT. In differences i The BLCBT by default. I testing spac impact ener The BLCBT displacemen The BLCBT Simulations challenging acceleration future analy erefore, BLC ulations are p us, having th ure stress ov diction of th
tion based o of the two m wing advant testing time ds on the bo our case the s an approxim can be perf n contrast th e. Furthermo gy, an adjustm can be perf t and frequen can be si of the BLD [14, 16]. The signal is app sis it is plan BT will be p lanned. e local failure er the numb e PCB fatigu
n a two-para ethods. ages of the B is significan ard perform BLCBT w ate break o ormed consi e BLDT und re, in the BL ent to prede ormed on b cy. mulated at T are difficu simplest wa lied directly t ned to gene erformed at stresses in d er of cycles. T e behaviour.
meter Weibu LCBT over t tly shorter th ances. The b as about two f 5 seconds b dering differ er temperatu DT only the fined amplit asically every lower compu lt, as the lo y to simulate o the board, rate Wöhler different def ependence o his resulting
ll distributio he BLDT co an the BLD etter a boar times faste etween each ent influence re influence i initial ampli udes is difficu dynamic tes ting times ad applicatio the BLDT i which is still curves [22] lection levels f the PCB be Wöhler cur
n was perfor uld be identif T testing tim d performs, r than the drop in the B parameters s costly, as th tude can be c lt. The frequ ting machine than the BL n and the d s the ‘Input computation to evaluate . To determi nding amplit ves should h
med. The st ied: e (The facto the faster is BLDT. The LDT.) (e.g. tempera e temperatur ontrolled. A ency in BLD which is ca DT using t efinition of G method’ [ ally expensiv the fatigue ne the acting udes, it woul elp to impro
atistical resul
ts supported
the
r between th the BLCBT reason for ture, frequen e has to be a s this is done T can hardly pable of app he Finite E the boundar 13, 17, 18, 2 e. behaviour o local stresse d be possible ve the under
e method tes compared to the testing t cy or amplitu pplied on a l by adapting be varied at lying the des lement Meth y conditions 0, 21]), where f PCB desi s, finite elem to plot the l standing and
ting the ime de) arge the all. ired od. are an gns. ent ocal the
In Th sim Th fail pre
A C
KNOWLEDG
EMENTS
and the T
f this paper framework tributions by & Systemtec yria and Upp
he resea Austria) Technol
rch work o within the ogy with con Technologie nments of St
was perform of the Kplu the Institut hnik Aktieng er Austria.
ed at the P s-program o e of Material esellschaft. T
olymer Com f the Austr Science and he PCCL is
petence Cen ian Ministry Testing of P funded by t
ter Leoben of Traffic, lastics, Univ he Austrian G
GmbH (PC Innovation ersity of Leo overnment
CL, and ben and
the Austria State Gover
R E
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