Significance and Application of Stub Column Test Results

1971 ◽  
Vol 97 (7) ◽  
pp. 1841-1861
Author(s):  
Ching K. Yu ◽  
Lambert Tall
Keyword(s):  
1972 ◽  
Vol 98 (6) ◽  
pp. 1331-1331
Author(s):  
Ching K. Yu ◽  
Lambert Tall
Keyword(s):  

2006 ◽  
Vol 14 (2) ◽  
pp. 489-493
Author(s):  
Michael J. Gefell ◽  
Erin C. Rankin ◽  
William R. Jones

1984 ◽  
Vol 11 (1) ◽  
pp. 1-7 ◽  
Author(s):  
Robert Loov

Load tests were carried out on 36 stub column samples of cold-formed steel studs having 38.1 mm wide × 44.5 mm long holes punched through their webs, steel thicknesses of 1.21–2.01 mm, and overall section depths of 63–204 mm. Based on these tests a best-fit equation for the effective width of the unstiffened portion of the web beside the holes has been developed. Suggested design equations have been proposed. The test results support the present equation for the average yield stress [Formula: see text] in Canadian Standards Association Standard S136-1974 but the present code equations for unstiffened plates are unduly conservative when applied to the design of the web adjacent to openings of the size considered.


2011 ◽  
Vol 201-203 ◽  
pp. 2900-2903 ◽  
Author(s):  
Chui Huon Tina Ting ◽  
Hieng Ho Lau

Built-up sections are used to resist load induced in a structure when a single section is not sufficient to carry the design load for example roof trusses. In current North American Specification, the provision has been substantially taken from research in hot-rolled built-up members connected with bolts or welds [1]. The aim of this paper is to investigate on built-up back-to-back channels stub columns experimentally and theoretically using Effective Width Method and Direct Strength Method. Compression test was performed on 5 lipped channel and 5 back-to-back channels stub columns fabricated from cold-formed steel sheets of 1.2mm thicknesses. The test results indicated that local buckling is the dominant failure modes of stub columns. Therefore, Effective Width Method predicts the capacity of stub columns compared to Direct Strength Method. When compared to the average test results, results based on EWM are 5% higher while results based on DSM are 12% higher for stub column.


2015 ◽  
Vol 2015 ◽  
pp. 1-8 ◽  
Author(s):  
Sung-Wook Yun ◽  
Chan Yu

Decades of mining in South Korea have resulted in the contamination of large amounts of soil by metals. The most feasible approach to site restoration requires the use of a stabilization agent to reduce metal mobility. This study examined the leaching characteristics of limestone used as a stabilization agent when subjected to solutions of differing pH. In a laboratory-scale column test, solutions with pH values of 3.5, 4.6, and 5.6, representing acidic to nonacidic rainfall, were applied to soil mixed with limestone. Test results indicate that metal components can be released with the addition of acidic solutions, even if the soil is highly alkaline. Cd and Zn, in particular, exhibited abrupt or continuous leaching when exposed to acid solutions, indicating the potential for contamination of water systems as metal-laden soils are exposed to the slightly acidic rainfall typical of South Korea. Treatment using stabilization agents such as limestone may reduce leaching of metals from the contaminated soil. Stabilizing metal-contaminated farmland is an economical and feasible way to reduce pollutants around abandoned metal mines.


2012 ◽  
Vol 166-169 ◽  
pp. 292-295 ◽  
Author(s):  
Gen Tian Zhao ◽  
Chao Feng

The test results of nine stub-column tests performed on partially encased composite (PEC) columns made with welded H-section steel are described and presented. The H-section steel is stiffened with transverse link and concrete is poured between the flanges of the steel section. The axial comprehensive study has been conducted on all specimens to investigate the ultimate axial capacity of PEC columns. The failure of all columns is due to local buckling of the flanges along with concrete crushing. Closer link spacing improves the ductility of the columns; however, the measurements show that in general yielding do not occur before the peak load in the links. The additional longitudinal bars have no a remarkable effect to the strength of the composite columns. Finally, an equation is proposed to predict the ultimate axial capacity of the partially encased composite column.


2020 ◽  
Vol 20 (7) ◽  
pp. 1941-1953 ◽  
Author(s):  
Frank Techel ◽  
Kurt Winkler ◽  
Matthias Walcher ◽  
Alec van Herwijnen ◽  
Jürg Schweizer

Abstract. Snow instability tests provide valuable information regarding the stability of the snowpack. Test results are key data used to prepare public avalanche forecasts. However, to include them into operational procedures, a quantitative interpretation scheme is needed. Whereas the interpretation of the rutschblock test (RB) is well established, a similar detailed classification for the extended column test (ECT) is lacking. Therefore, we develop a four-class stability interpretation scheme. Exploring a large data set of 1719 ECTs observed at 1226 sites, often performed together with a RB in the same snow pit, and corresponding slope stability information, we revisit the existing stability interpretations and suggest a more detailed classification. In addition, we consider the interpretation of cases when two ECTs were performed in the same snow pit. Our findings confirm previous research, namely that the crack propagation propensity is the most relevant ECT result and that the loading step required to initiate a crack is of secondary importance for stability assessment. The comparison with the RB showed that the ECT classifies slope stability less reliably than the RB. In some situations, performing a second ECT may be helpful when the first test did not indicate rather unstable or stable conditions. Finally, the data clearly show that false-unstable predictions of stability tests outnumber the correct-unstable predictions in an environment where overall unstable locations are rare.


Chemija ◽  
2019 ◽  
Vol 30 (1) ◽  
Author(s):  
Danutė Kaušpėdienė ◽  
Audronė Gefenienė ◽  
Romas Ragauskas ◽  
Rima Binkienė

The conditions for reuse of the Macronet MN 200 by removing the metal complex dye Lanasyn Navy M-DNL (LnCr) from water solutions have been investigated. The Macronet MN 200 loaded with the LnCr dye has been regenerated using alcohols (methanol, ethanol and 2-propanol) in batch and column experiments. The FTIR spectrum of the Macronet MN 200 loaded with the LnCr dye confirmed physical interactions between the LnCr anion and Macronet MN 200 involving π–π and electrostatic bonds. In the batch experiments the desorption efficiency of LnCr dye depends on the solid/liquid ratio (S/L, g/mL), molecular mass of alcohol and duration of desorption. The LnCr dye has been desorbed most efficiently after 10 min at S/L = 0.033, while the desorption efficiency decreases with the increase of alcohol molecular weight: methanol > ethanol > 2-propanol. The rates of desorption were quantified using second-order (k2), pore diffusion (D/r2) and intraparticle diffusion (ki) models. The column test results showed that the regeneration efficiency of MN 200 loaded with the LnCr dye (Re) using methanol with repeated adsorption/desorption cycles decreased but seems to be stabilized to 70% after 3 cycles. A very high LnCr dye concentration in methanol (about 4 g/L) has been obtained within the first 2 alcohol bed volumes and the LnCr dye has been completely desorbed back to the solution with 10 alcohol bed volumes.


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