Results 31 to 40 of about 210,949 (259)
Lateral distortional buckling of cellular composite-beams
In the region of negative bending moments of continuous and semi-continuous steel and concrete composite beams, the inferior portion of the steel section is subjected to compression while the top flange is restricted by the slab, which may cause a global
A. D. PIASSI +3 more
doaj +2 more sources
Web rotational stiffness of continuous steel-concrete composite castellated beams
Continuous composite beams can present a global instability known as lateral distortional buckling (LDB). The design code EN 1994-1-1:2004 provides a procedure for the verification of this ultimate limit state, in which the resistant bending moment is ...
Carla Cristiane Silva +4 more
doaj +3 more sources
Rolling behavior of a micro-cylinder in adhesional contact [PDF]
Understanding the rolling behavior of a micro-object is essential to establish the techniques of micro-manipulation and micro-assembly by mechanical means. Using a combined theoretical/computational approach, we studied the critical conditions of rolling
Dao, Ming +3 more
core +1 more source
A new expression to predict secant rotational stiffness of spudcan in undrained soils [PDF]
The nonlinear behavior of spudcan foundation will lead to the decrease of the rotational stiffness of the spudcan, leading to the increase of the stress at the critical member of the offshore jack-up drilling platform. Secant rotational stiffness is used
Lin Wenlong
doaj +1 more source
Lateral-distortional buckling of continuous steel-concrete composite beam
In hogging bending moment regions of continuous composite beams the collapse by lateral-distortional buckling (LDB) can occur. The design against LDB according to ABNT NBR 8800:2008 begins with the determination of the elastic critical moment, which ...
T. V. AMARAL +3 more
doaj +2 more sources
In order to investigate the unilateral buckling behavior of rectangular plates with different elastic rotational restraint stiffnesses on the rigid foundation, the buckling of rectangular plates with elastic rotation constraints on the rigid foundation ...
WU Tao, MO Shixu, XIANG Yongbin, ZOU Zequn, ZHENG Yan
doaj +1 more source
The Hugoniot elastic limit and spall strength were measured for a heat-resistant metal-matrix composite Inconel 625–5%NiTi–TiB2 alloy additive manufactured (AM) by direct laser deposition.
Sergey Razorenov +6 more
doaj +1 more source
A kinematically exact finite element formulation of elastic-plastic curved beams [PDF]
A finite element, large displacement formulation of static elastic-plastic analysis of slender arbitrarily curved planar beams is presented. Non-conservative and dynamic loads are sit present not included. The Bernoulli hypothesis of plane cross-sections
Babu +44 more
core +2 more sources
Modification of the Euler Load for the Stiffened Compressive Members and Determination of the Optimal Stiffening for the Maximum Buckling Load [PDF]
The potential of buckling in compressive members has been considered as a disadvantage when using steel members in the construction industry. In spite of the progress made in this regard, buckling is still considered as a challenge in the analysis and ...
Mahsa Karimian Sichani +2 more
doaj +1 more source
Calculation of a lower bound ratchet limit part 2 : Application to a pipe intersection and dissimilar material join [PDF]
In an accompanying paper in this issue a lower bound method based on Melan's theorem was derived and implemented into the Linear Matching Method ratchet analysis procedure.
Chen, Haofeng +2 more
core +1 more source

