Sentence examples for cross sectional strength from inspiring English sources
Attention is focused on the cross sectional strength, the possibility of local buckling occurring being ignored.
The cross sectional strength of association between peer victimisation and later depressive symptoms in childhood has been reported to be similar for cyberbullying and other peer victimisation.
The local buckling behaviour and ultimate cross-sectional strength of tubular elliptical profiles in compression is examined in this study through numerical modelling.
First, the influence of initial imperfections (wrinkling) on the structural behavior of high-strength steel tubular members is examined, in terms of their cross-sectional strength.
The cross-sectional strength, the stability curves and the interaction diagrams obtained numerically are compared with existing relevant provisions of European and American specifications (ΕΝ 1993, ΑΡΙ RP 2Α and AISC) for the design of beam-column tubular members.
A simple prescriptive equation is proposed for the buckling strength of the steel cross-section that is consistent with many design codes, and illustrates that the presence of an infill may enhance the cross-sectional strength, not only by the added strength of the infill itself, but by delaying the buckling of the steel tube.
This paper studies the cross-sectional behaviour of austenitic, ferritic and duplex stainless steel hollow sections subjected to several loading conditions and presents a full slenderness range DSM approach for the prediction of cross-sectional strengths.
In order to assess the sectional strength, the cross-section analysis technique described in the companion paper is utilized in this paper for analysis of steel reinforced concrete (RC) and steel-concrete composite (SCC) sections.
An experimental study was conducted to examine how the cross sectional shape affects the strength and ductility of post-heated reinforced concrete columns wrapped with unidirectional fibre reinforced polymer (FRP).
The concrete compressive strength of 55 MPa, PT load of 50 kN, stub beam weight of 5 kN; and unbonded PT bar with the length of h c + 800 (mm), cross sectional area of 314.4 mm2, yield strength of 901 MPa, ultimate strength of 1102 MPa and elastic modulus of 200 GPa were considered for the control specimen.
Exploratory cross-sectional grip strength analyses included comparison of the strength measurement across alleles using t-tests with unequal variance stratified as above.
