東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁 到查詢結果 [ null ]

切換: 標籤 | MARC模式 | ISBD

Development of an Innovative Rapidly...

Pyakurel, Swikar N.,

FindBook

Google Book

Amazon

博客來

Development of an Innovative Rapidly Constructible Bridge /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Development of an Innovative Rapidly Constructible Bridge // Swikar N Pyakurel.
作者:	Pyakurel, Swikar N.,
面頁冊數:	1 electronic resource (90 pages)
附註:	Source: Masters Abstracts International, Volume: 86-03.
Contained By:	Masters Abstracts International86-03.
標題:	Transportation. -
電子資源:	https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=31485528
ISBN:	9798384064909

Development of an Innovative Rapidly Constructible Bridge /
Pyakurel, Swikar N.,

Development of an Innovative Rapidly Constructible Bridge /Swikar N Pyakurel. - 1 electronic resource (90 pages)

Source: Masters Abstracts International, Volume: 86-03.

Rapidly deployable temporary bridges are critical for military operations in hostile environments. The research focuses on conceptualizing bridge solutions for MLC 40 loading and 30 feet span that can be operational within hours, require minimal personnel and equipment, and are compact for logistics. An extensive literature review covered historic deployable structures, retractable stadium roofs, structures in aerospace, permanent deployable bridges, current military bridges, innovative deck solutions, lightweight structural materials, and compliant mechanisms. The study then investigated bridge superstructures made of lightweight Aluminum 6061-T6 alloy utilizing tensegrity and prefabricated aluminum extruded decks to meet the criteria. Two concepts, expandable scissor truss and collapsible tube girder bridge both utilizing trackway systems were outlined. Preliminary sizing for the members was performed as per Trilateral Design and Test Code, Aluminum Design Manual 2015 and manufacturers' catalogs. The collapsible tube girder bridge was considered the more viable option and using these preliminary sizings, a Finite Element Analysis (FEA) using ABAQUS was performed. Shell elements were used for girder and stiffeners to evaluate local stresses and any concentrated material yielding, while wire elements were used to simulate kickers and lower tension cable. Results from FEA showed that none of the elements yielded and vertical deflections were within tolerances. A 1/3rd scaled model to explore only deployability and not the evaluation of engineering properties was built using materials that were easy to obtain and fabricate.

English

ISBN: 9798384064909Subjects--Topical Terms:

555912
Transportation.
Subjects--Index Terms:

Finite Element Analysis

Development of an Innovative Rapidly Constructible Bridge /
LDR:03132nmm a22004693i 4500 001 2438847
005 20260727135840.5
006 m o d
007 cr|nu||||||||
008 261011s2024 miu||||||m |||||||eng d
020 $a 9798384064909
035 $a (MiAaPQD)AAI31485528
035 $a AAI31485528
040 $a MiAaPQD $b eng $c MiAaPQD $e rda
100 1 $a Pyakurel, Swikar N., $e author. $3 3830270
245 1 0 $a Development of an Innovative Rapidly Constructible Bridge / $c Swikar N Pyakurel.
264 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2024
300 $a 1 electronic resource (90 pages)
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
500 $a Source: Masters Abstracts International, Volume: 86-03.
500 $a Includes supplementary digital materials.
500 $a Advisors: Murray, Cameron Committee members: Prinz, Gary; Fernstrom, Eric.
502 $b M.S.C.E. $c University of Arkansas $d 2024.
520 $a Rapidly deployable temporary bridges are critical for military operations in hostile environments. The research focuses on conceptualizing bridge solutions for MLC 40 loading and 30 feet span that can be operational within hours, require minimal personnel and equipment, and are compact for logistics. An extensive literature review covered historic deployable structures, retractable stadium roofs, structures in aerospace, permanent deployable bridges, current military bridges, innovative deck solutions, lightweight structural materials, and compliant mechanisms. The study then investigated bridge superstructures made of lightweight Aluminum 6061-T6 alloy utilizing tensegrity and prefabricated aluminum extruded decks to meet the criteria. Two concepts, expandable scissor truss and collapsible tube girder bridge both utilizing trackway systems were outlined. Preliminary sizing for the members was performed as per Trilateral Design and Test Code, Aluminum Design Manual 2015 and manufacturers' catalogs. The collapsible tube girder bridge was considered the more viable option and using these preliminary sizings, a Finite Element Analysis (FEA) using ABAQUS was performed. Shell elements were used for girder and stiffeners to evaluate local stresses and any concentrated material yielding, while wire elements were used to simulate kickers and lower tension cable. Results from FEA showed that none of the elements yielded and vertical deflections were within tolerances. A 1/3rd scaled model to explore only deployability and not the evaluation of engineering properties was built using materials that were easy to obtain and fabricate.
546 $a English
590 $a School code: 0011
650 4 $a Transportation. $3 555912
650 4 $a Design. $3 518875
650 4 $a Applied mathematics. $3 2122814
650 4 $a Military studies. $3 2197382
653 $a Finite Element Analysis
653 $a Hostile environments
653 $a Logistics
653 $a ABAQUS
653 $a Innovative deck
690 $a 0543
690 $a 0709
690 $a 0389
690 $a 0750
690 $a 0364
710 2 $a University of Arkansas. $b Civil Engineering. $e degree granting institution. $3 3824438
720 1 $a Murray, Cameron $e degree supervisor.
773 0 $t Masters Abstracts International $g 86-03.
790 $a 0011
791 $a M.S.C.E.
792 $a 2024
856 4 0 $u https://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=31485528