scholarly journals STATISTICAL STUDY OF ULTIMATE STRENGTH AND ROTATION CAPACITY OF STEEL MEMBERS BASED ON EXPERIMENTAL DATA (I)

1983 ◽  
Vol 328 (0) ◽  
pp. 1-10
Author(s):  
TETSURO ONO ◽  
TOMIYUKI HIRANO
2014 ◽  
Vol 501-504 ◽  
pp. 510-513
Author(s):  
Xin Zhi Zheng ◽  
Xin Hua Zheng

. Abstract. Tests on TCFT-WB, including 11 specimens with binding bars and 5 without binding bars under axial compression were carried out. The effects of parameters on the behavior of specimens such as failure mode, bearing capacity and ductility are analyzed to provide experimental data for the following research. The formula to calculate ultimate strength of TCFT-WB columns under axial compression are deduced from the constitutive relationship of TCFT-WB. The calculated results are compared with those calculated by FEM analyses, showing the proposed formula can give reasonable predictions on the ultimate strength of TCFT-WB stub columns under axial compression.


2012 ◽  
Vol 498 ◽  
pp. 1-14 ◽  
Author(s):  
Kamal Ait Tahar ◽  
F. Taouche ◽  
Y. Bouamra

Existing models for the concrete confined show a great respect in terms of effectiveness of confinement. The concrete confinement which consists in preventing these strains can be carried out either by an external envelope, or by a weak spacing between the stirrups. All models consist of some modification factors multiplying the unconfined concrete properties; these modification factors depend on the strength ratio and the confinement level. The relation of the ultimate strength ‘and ultimate strain in many existing models is complexity by representing. Each author gauges his model according to the experimental data. In this study, we present the results of a parametric analysis of some the most used models of confinement. The results show that the models of confinement have an important disparity between the values of the strength (fCC) and axial ultimate strain (εcc) of confined concrete.


A study of the effect of very minute electric currents on the rate of growth of the coleoptile of barley was published recently by one of us (F. G. G.) in collaboration. In this paper the mean rate of a number of control coleoptiles was compared with the mean rate of a number exposed to a minute electric discharge. The growth rate of individual coleoptiles showed, naturally, considerable divergences, so the mean result was in each case based on the observation of a large number of coleoptiles, the increments of growth of individual coleoptiles being stated as percentages of the rate of growth during the first hour of observation. It was assumed that the distribution of growth rates in a comparatively large sample of a pure-line barley would conform with the normal distribution; the probable errors of the mean results were therefore calculated in the ordinary way. During the continuation of this work positive results have been obtained in further experimental sets, but a number of these, though significant in the mass, were individually without significance. This suggested that a careful statistical study of the data on which the results were based might show how the accuracy of the method could be increased. Such a study has accordingly been undertaken, and it seems probable that methods employed are likely to be of use in the treatment of similar data.


1980 ◽  
Vol 7 (2) ◽  
pp. 233-242 ◽  
Author(s):  
Jose Ojinaga ◽  
Carl J. Turkstra

This paper presents a practical method to determine the ultimate strength of plain brick or concrete block masonry walls. Results given by the proposed method are compared with a more rigorous analytical solution, with published test data, and with the current Canadian design code for masonry. Means and coefficients of variation as well as distribution shapes of the ratio of test to predicted loads are estimated from experimental data. Design procedures and simplifications along with two examples are presented.


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