Table 2. Parameters of concrete plastic damage model. ψ fb0/fc0 30 0.1 1.16 Kc 0.6667 µ 0.0005 For the concrete and steel tube, the reduced integral element (C3D8R) is adopted, which can avoid shear self-locking [25]. The truss element (T3D2) is for prestressed rein- forcement. ...
Table 3. Welding methods and conditions according to weld type (MAG: Metal active gas; DC: Direct current). Experiment and Welding Conditions Thickness of base metal (mm) Joint geometry Welding process Wire feed speed (m/min) Welding current/voltage (A/V) Type 1 2.3 geometry A tandem MAG...
ater. 3.2.2.InInatderdfaitcieonS,htehaer sShtreeanrgstthrain reaching the inflection point of shear stress rate under differTehnet nreolramtiaolnssthreipssbeestawlseoenexpheiabkitshaecaerrsttarienssre/mgualxairmityu;mthsehmeaorrsetrseigssniafincdanntotrhmeanlosrtmreassl sintrethssis, tehxepg...
The range of selected variables regarding the examined parameters of the investigated columns is summarized in Table 1. Columns C0-R and C0-H were used as the reference Polymers 2016, 8, 432 4 of 17 columns for the RC and HC-FCS columns, respectively. It should be noted that some of ...
Figure 7 is the surface analysis by EDS for Al, Mn, Fe, and C in Figure 6c and Table 2 shows the results ofFiEgDurSe p6.o(ian)tBFaaingckau-lrsyecFs6aii.tgstCueorreenfd6tt..he(alee) Bcptarhcokan-ss(ceBastSteE1r)–ed5sterilunecctFtruoirgneu(eBrnSelEa6)rsgcte.rudFcrtouofrmeae...