Punching Tests of Slabs with Low Reinforcement Ratios. Paper by Stefano Guadalini, Oliver Burdet, and

By A. Muttoni, Dimitrios Theodorakopoulos, N. Swamy. 2009

176 citations recorded by the source corpus.

Vcal, kN Vt /Vcal Eq. (4b) fu /fy PG-1 260 210 1.50 573/656 27.6/34.5 1023 1.72 1.028 — 1045 0.979 PG-2b 260 210 0.25 552/612 40.5/50.6 440 0.19 — 1.109 365 1.205 PG-4 260 210 0.25 541/603 32.2/40.2 408 0.23 — 1.115 373 1.094 PG-5 260 210 0.33 555/659 29.3/36.6 550 0.35 — 1.187 495 1.111 PG-10 260 210 0.33 577/648 28.5/35.6 540 0.37 — 1.123 490 1.102 PG-11 260 210 0.75 570/684 31.5/39.4 763 0.75 1.163 — 833 0.916 PG-3 520 456 0.33 520/607 32.4/40.5 2153 0.29 — 1.167 1876 1.148 PG-6 130 96 1.50 526/607 34.7/43.4 238 1.25 1.075 — 268 0.888 PG-7 130 100 0.75 550/623 34.7/43.4 241 0.66 1.133 — 212 1.137 PG-8 130 117 0.28 525/586 34.7/43.4 140 0.23 — 1.116 131 1.069 PG-9 130 117 0.22 525/586 34.7/43.4 115 0.19 — 1.116 108 1.065 Average ratio 1.065 Standard deviation 0.089

Subfields: Building and Construction, Civil and Structural Engineering

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