Analysis on Mechanical Behavior of Relay Vertical Rotation for Steel Arch Tower

نویسندگان

چکیده

The vertical rotation method is a special option for steel tower construction in fabricated bridge. tall prefabricated on the ground and then pulled to its designed position using wires. Traditional always uses taller temporary structure provide an upward pull force lift member; however, would spend much time, cost, work high above ground. For instance, Jinwu Bridge tower’s weight was so heavy that ordinary rotating not feasible. Therefore, relay traction system with two auxiliary struts employed rotate tower. chief strut first rotated inclined angle of 60° by assistant decrease lateral component tension. Then, from horizontal strut. Furthermore, numerical model established analyze mechanical behavior inner force, stress, deformation strut, study identified critical conditions such as reverse axial intervention back cables, release cable effectively reduced initial pulling spending less cost time. Besides, analysis can be innovate reference other projects.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Vertical Contraction Joint Models for Nonlinear Dynamic Analysis of Concrete Arch Dam

Arch dams are generally built in cantilvever monoliths. Vertical contraction joints between monoliths control the stresses due to concrete shrinkage and temperature variations. Past studies in earthquake safety evaluation of the system often show the tensile fracture and local nonlinear deformation of joints. In this paper, some nonlinear joint element constitutive models are presented to exami...

متن کامل

A Predictive Model Accounting for the Mechanical Behavior of Galvanized Alloy Layers on the Mild Steel

Zinc coating is formed by the heterogeneous assembly of the Γ, Γ1, δ, ζ and η phases whose mechanical properties greatly differ from each other. Thermal strains resulting from large differences between thermal expansion coefficients are partially relaxed by the formation of a crack network. In order to model this phenomenon, initial hardness, thermal expansion coefficient αi and toughness (KIC)...

متن کامل

Vertical Contraction Joint Models for Nonlinear Dynamic Analysis of Concrete Arch Dam

Arch dams are generally built in cantilvever monoliths. Vertical contraction joints between monoliths control the stresses due to concrete shrinkage and temperature variations. Past studies in earthquake safety evaluation of the system often show the tensile fracture and local nonlinear deformation of joints. In this paper, some nonlinear joint element constitutive models are presented to exami...

متن کامل

Quantitative analysis of thermo-mechanical behavior in 414 stainless steel using flow curves and processing maps

The hot deformation behavior of a typical martensitic stainless steel containing 2.1% Ni was investigated by means of the compression test in the strain rate range of 0.001-1 s-1 and temperature range of 950-1150 °C. The flow behavior of the steel was evaluated using the flow stress curves and flow softening map and by microstructural investigation. Taking into account of the strain effect on t...

متن کامل

modification of nanoclay for improving the physico-mechanical properties of dental adhesives

هدف اصلی این مطالعه تهیه یک سامانه نوین چسب عاجی دندانی بر پایه نانورس پیوند شده با پلی متاکریلیک اسید، نانورس پیوند شده با پلی اکریلیک اسید، مخلوط نانوسیلیکا و نانورس پیوند شده با پلی متاکریلیک اسید، مخلوط نانوسیلیکا و نانورس پیوند شده با پلی اکریلیک اسید و نانورس پیوند شده با کیتوسان اصلاح شده با گلایسیدیل متاکریلات است. پیوند پلی متاکریلیک اسید و پلی اکریلیک اسید بر ری سطح نانورس در حضور و ...

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Advances in Civil Engineering

سال: 2023

ISSN: ['1687-8086', '1687-8094']

DOI: https://doi.org/10.1155/2023/5521086