Bionic approach to design of bridge structures. Part 2: Finite-element modeling of an arch pedestrian bridge designed using the bionic approach

Author:

Karahanyan Artur1,Ovchinnikov Ilya2ORCID,Ovchinnikov Igor2ORCID

Affiliation:

1. Penza state university of architecture and construction

2. Industrial university of Tyumen

Abstract

It is noted that today in Russia the problem of applying the bionic approach in the design of bridges, despite the appearance of a number of works, is little studied and needs to be further developed. Briefly discusses the main loads on bridge structures and features of the calculation of bridges. It is indicated that practically no attention is paid to the problem of correctly determining loads and impacts. The features of the calculation method for limiting states are discussed and attention is paid to the fact that the method does not take into account that structures in most cases reach the limiting state not because of an increase in load, but because of improperly designed section sizes, due to changes in the mechanical characteristics of materials under the influence of the environment, due to the appearance and development of defects and damage, both distributed and local in nature. It is also indicated that in the method the deformation calculation is practically separated from the strength calculation and there is a discrepancy in the hypotheses used in this case. The rest of the article gives examples of applying the bionic approach to the design of arch pedestrian bridges and discusses the idea of sustainable design. In the final part, we consider the problem of finite element modeling of a pedestrian arch bridge with inclined arches (butterfly bridge), designed using the bionic approach. For the calculation, the Midas Civil software package was used. Plots of stresses, displacements from various combinations of loads are given. It is indicated that the use of the bionic approach in the design of bridge structures has great potential in terms of creating interesting inventions, especially since this branch of engineering design is a very little studied, innovative area of scientific interest for a large number of engineers, researchers, scientists today. Bionic design is an effective tool for finding new solutions for bridge structures.

Publisher

Publishing Company World of Science LLC

Reference34 articles.

1. Ovchinnikov I.I., Karahanyan A.B., Ovchinnikov I.G. (2019). Bionic approach to the design of bridge structures. Part 1: Features of the bionic approach in relation to building structures. Russian journal of transport engineering, [online] 2(6). Available at: https://t-s.today/PDF/17SATS219.pdf (in Russian). DOI: 10.15862/17SATS219.

2. Lebedev Yu.S., Rabinovich V.I., Polozhay E.D. and etc. (1990). Arkhitekturnaya bionika. [Architectural Bionics.] Moscow: Stroyizdat, р. 269.

3. Karakhanyan A.B., Ovchinnikov I.G., Ovchinnikov I.I., Timofeev V.V. (2017). Development of the basic principles for designing transport structures. Use of the biomimetic approach. Russian journal of transport engineering, [online] 3(4). Available at: http://t-s.today/PDF/02TS317.pdf (in Russian). DOI: 10.15862/02TS317.

4. Ovchinnikov I.G., Karakhanyan A.B. (2015). Primenenie bionicheskogo podkhoda k proektirovaniyu peshekhodnykh mostov. [Application of the bionic approach to the design of pedestrian bridges.] Perm: Publishing House Perm National Research Polytechnic University, рр. 430–436.

5. Ovchinnikov I.G., Ovchinnikov I.I., Karakhanyan A.B., (2015). Pedestrian Bridges: modern trends design. Part 1. Using the bionic approach. Naukovedenie, [online] 2(7). Available at: http://naukovedenie.ru/PDF/81TVN215.pdf (in Russian). DOI: 10.15862/81TVN215.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3