نتایج جستجو برای: Point loading

تعداد نتایج: 596895  

Journal: :international journal of nano dimension 0
a. oveysi sarabi department of mechanical engineering, east azerbaijan science and research branch, islamic azad university, tabriz, iran. a. ghanbari department of mechanical engineering, east azerbaijan science and research branch, islamic azad university, tabriz, iran.

due to high surface-to-volume ratio of nanoscale structures, surface stress effects have a significant influence on their behavior. in this paper, a two-dimensional problem for an elastic layer that is bonded to a rigid substrate and subjected to an inclined concentrated line load acting on the surface of the layer is investigated based on gurtin-murdoch continuum model to consider surface stre...

Journal: :journal of advances in computer research 2013
mani ashouri seyed mehdi hosseini

the gravitational search algorithm (gsa) is a novel optimization methodbased on the law of gravity and mass interactions. it has good ability to search forthe global optimum, but its searching speed is really slow in the last iterations. sothe hybridization of particle swarm optimization (pso) and gsa can resolve theaforementioned problem. in this paper, a modified pso, which the movement ofpar...

Journal: :international journal of civil engineering 0
m. c. yılmaz gazi university, engineering faculty, civil engineering department, turkey ö. anıl gazi university, engineering faculty, civil engineering department, turkey b. alyavuz gazi university, engineering faculty, civil engineering department, turkey e. kantar celal bayar university, engineering faculty, civil engineering department, turkey

experiments were carried out to observe the influence of loading type on concrete beam specimens. beam specimens made of similar concrete mixture with the same geometry were tested under three point static loading and low velocity drop weight impact loading. load – displacement behavior, absorbed energy dissipation capacity, stiffnesses, failure modes of beam specimens were obtained and discuss...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه سیستان و بلوچستان - دانشکده مهندسی عمران 1391

deployable scissor type structures are composed of the so-called scissor-like elements (sles), which are connected to each other at an intermediate point through a pivotal connection and allow them to be folded into a compact bundle for storage or transport. several sles are connected to each other in order to form units with regular polygonal plan views. the sides and radii of the polygons are...

Journal: :CoRR 2013
João Pedro Pedroso Mikio Kubo Ana Viana

Valve-point loading affects the input-output characteristics of generating units, bringing the fuel costs nonlinear and nonsmooth. This has been considered in the solution of load dispatch problems, but not in the planning phase of unit commitment. This paper presents a mathematical optimization model for the thermal unit commitment problem considering valve-point loading. The formulation is ba...

Journal: :journal of computational & applied research in mechanical engineering (jcarme) 2013
m. shariati h. hatami m. damghani nouri

in this research, softening and ratcheting behaviors of ck20 alloy steel cylindrical shells were studied under displacement-control and force-control cyclic axial loading and the behavior of hysteresis curves of specimens was also investigated. experimental tests were performed by a servo-hydraulic instron 8802 machine. the mechanical properties of specimens were determined according to astm e8...

A framework for development of constitutive models based on semi-micromechanical aspects of plasticity is proposed. The resulting of this model for material employed friction type failure criterion, sub-loading surface, and associated flow rule. This model is capable of predicting effects of the rotation of principal stress/strain axes and consequent plastic flow, induced anisotropy of strength...

Journal: :international journal of civil engineering 0
ali kheyroddin hosein naderpour

a parametric study is performed to assess the influence of the tension reinforcement index, ( ω = ρ fy /f bc), and the bending moment distribution (loading type) on the ultimate deformation characteristics of reinforced concrete (rc) beams. the analytical results for 15 simply supported beams with different amounts of tension reinforcement ratio under three different loading conditions are pres...

Journal: :Vestnik St. Petersburg University, Mathematics 2017

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