Table 6 Ultimate strains in specimens R1–R6 measured by LVDTs.
From: Shear Strength of Prestressed Steel Fiber Concrete I-Beams
Beam ID -End side | Strains (×10−6) | ||||||
|---|---|---|---|---|---|---|---|
εV1 | εV2 | εH1 | εH2 | εH3 | εD1 | εD2 | |
R1-North E W | −1980 −2300 | −367 −28 | −1430 −981 | 42.6 97.2 | −2097 −2052 | 1890 1950 | −4000 −2890 |
R1-South E W | −1390 −1960 | −1100 −1150 | −821 −807 | 234 109 | −1296 −1256 | −2660 −2260 | 1120 1180 |
R2-North E W | −1270 −2090 | −655 −484 | −2920 −2510 | 140 −324 | −2388 −2741 | 2490 1870 | −5080 −4920 |
R2-South E W | −3320 −3490 | −1190 −2140 | −817 −867 | −169 −35.9 | −3066 −2975 | −4680 −4540 | 2330 2360 |
R3-North E W | −1290 −738 | −845 21 | −1550 −1380 | 459 −694 | −1319 −1797 | 1870 1210 | −3360 −3010 |
R3-South E W | −2030 −1900 | −444 20.9 | −2120 −3500 | 275 116 | −1504 −1684 | −2910 −4890 | 875 2010 |
R4-South E W | −2930 −1140 | −1000 −1130 | −1720 −3740 | −109 −850 | −2900 −3326 | 3040 6770 | −5490 −7100 |
R5-North E W | −3560 −3140 | −673 −1140 | −2900 −3030 | 771 562 | −1590 −1610 | −47.8 248 | −3140 −3370 |
R5-South E W | −578 −122 | −6110 −5610 | −2660 −2920 | 712 519 | −1260 −1400 | −3700 −2940 | 560 −42.5 |
R6-North E W | 144 −99.6 | −1210 −436 | −5020 −2610 | 687 874 | −1208 −1192 | −18.2 428 | −10,600 −1870 |
R6-South E W | −811 −183 | −6.62 −142 | −2395 −1814 | 572 275 | −653 −527 | −1684 −890 | −9864 87 |