a[mm]/l - Memorial University of Newfoundland DAI
a[mm]/l - Memorial University of Newfoundland DAI
a[mm]/l - Memorial University of Newfoundland DAI
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the manufncrurer. Th~r nccele<strong>mm</strong>erer recorded the venmcal acceleratton <strong>of</strong> Le pm~cettle<br />
together wllh rhe plate. The Impact velocnly was !hen calculared.<br />
3.62. Deflections<br />
Deflecuan <strong>of</strong> the rest rpeetmen war mevrund dunng sspenmsntrl by m e*.lcmnl LPDT<br />
pga Dcflcction was iecordcd at thc center <strong>of</strong> th* plate. The mastzr pancl iccarded the<br />
defleclton d~ta. and the elcctncal straln gages reading were stored a the data vcqulslllon<br />
system<br />
The voltage readmgr were convened to defleeuanr ustng the LPDT crllbnuon<br />
fiactor. The awnlog clecrncnl slgnalr cams f<strong>mm</strong> the tnrtnrmeno were convened lhmugh<br />
the data ilcqulrnlton board lo dmgllrl ngnalr and recorded tn n d>g,wl computer filer a!<br />
svmplnng rate <strong>of</strong> IWO M as well. The LPDT at the center <strong>of</strong> the terced yxamen wa<br />
plrccd m !tr posltaan Marc rccunng the rpeclmen ~n pos8tlon as shown ~n Figure 3 15<br />
3.63. Strains<br />
3.6.3.1. S-1 Stmim<br />
In order to oblrrn the srntn dssrnbul~on at the cracking prwesr zone. four eleetnsal<br />
reanance sleel rtnm gages wnth gage length <strong>of</strong> 10 rnm were rttrchcd at dlfferent<br />
lwat8ons. Theelectncal rerlrlancc rtratn gages had a resistance <strong>of</strong> 120t0.39. ohms nnd a<br />
gage factor <strong>of</strong> Z.M+0.5% was used forcalrbratlon.<br />
For pmectlon agarnst any passlble waer damage dunng concrete casung, the<br />
steel swam gages wett coated wnh a pmtective swlmt and then covered with a rhnnk