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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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1.3. Research 0b.iectives<br />
Thrr ==arch wmll nnvesrngale the rest results <strong>of</strong> 16 different rpectmens Based on the<br />
e\penmenlal lnveslrgatlon a better undentand~ng <strong>of</strong> [he khavlar <strong>of</strong> htgh-smnph<br />
ranforced concrete plates under Impact loading will be reahzed. The mqor objeclwcr are<br />
nor lhmtrcd ro hut wdl conram the followrng objecnver:<br />
(I1 lnverugrtc the rtrvctvnl behrvlor <strong>of</strong> high-strength concrete plate under dynamic<br />
tmpact loadtng.<br />
(21 S~udy the effect <strong>of</strong> the md condttgons on the rttuctunl khavtor <strong>of</strong> hhgh-strength<br />
concrete plate under ampact loadnng.<br />
(3) Exa<strong>mm</strong>e the effect <strong>of</strong> re#nforce<strong>mm</strong>t nu0 an the behi~vtor <strong>of</strong> high-strength concrete<br />
plates.<br />
(4) Record actual concrete strdxns. see1 strams. and deflectlan <strong>of</strong> htgh-strength concrete<br />
plater under Impact loadnng.<br />
(5) lnvcrtlgate the tnfluence <strong>of</strong> the rate <strong>of</strong> lodtng on the Impact bchavlor <strong>of</strong> rpeclmens<br />
usmg fraclure mechanics equatlanr and ten results.<br />
I61 Pmv~de new lnfomallon on the farce-dlrplacement relunonrh~pr <strong>of</strong> h~gh-strength<br />
concrete plater.<br />
(7) Compare the result <strong>of</strong> the invenlgatton with rhcoretrcai erpresaonr and code<br />
equilttanr.<br />
(8) Evaluate the fnnure energy <strong>of</strong> the concrete plate undm Impact loading.
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