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Development of Thermoplastic Composite External Reinforcing of Concrete Decking System.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Development of Thermoplastic Composite External Reinforcing of Concrete Decking System./
作者:	Mickiewicz, Jackman Andrew.
面頁冊數:	1 online resource (208 pages)
附註:	Source: Masters Abstracts International, Volume: 84-04.
Contained By:	Masters Abstracts International84-04.
標題:	Strain gauges. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=29330431click for full text (PQDT)
ISBN:	9798351496764

Development of Thermoplastic Composite External Reinforcing of Concrete Decking System.
Mickiewicz, Jackman Andrew.

Development of Thermoplastic Composite External Reinforcing of Concrete Decking System. - 1 online resource (208 pages)

Source: Masters Abstracts International, Volume: 84-04.

Thesis (M.Sc.)--The University of Maine, 2022.

Includes bibliographical references

The use of reinforced concrete is very common in the construction of a wide variety of structures. In buildings it is used for floors, beams, columns, and walls. It can also be used in infrastructure as parts of bridges, dams, pavements, etc. Typically, concrete is reinforced with steel, primarily rebar, to carry tensile stresses.Like every other industry, construction is always looking at ways to advance its technology. The work outlined in this thesis looks to assist in that goal, primarily by looking at options for using a different material than the traditional steel reinforcements to create a reinforced concrete system. Steel-reinforced concrete is susceptible to corrosion from being exposed to the elements and chemicals, like salts. Which reinforced concrete structures frequently experience, and in turn jeopardizes the strength and safety of the structure. Ideal reinforcing materials and methods would give a more durable structure without sacrificing any strength. The material determined to best meet these requirements was a continuous fiber-reinforced thermoplastic (CFRTP), the material selected was a polyethylene terephthalate glycol (PETg) thermoplastic reinforced with E-Glass fibers. The work primarily revolved around ways to enhance the reinforcement of concrete bridge decking. This work could easily be adapted for building floors and slabs. In this thesis, the load requirements adopted were for reinforced concrete bridge decking with a stay-in-place formwork, as provided by the American Association of State Highway and Transportation Officials (AASHTO) LRFD Bridge Design Specifications.This thesis outlines the work done towards building a prototype thermoplastic plate that could be used for stay-in-place concrete and contribute towards the tensile reinforcement of the structure. There were three main stages of work that went into this; the first was the creation of a prototype beam that was a hybrid section of concrete, thermoplastic formed as a closed-corrugation section, and rebar. The second stage looked into the secondary processes of bonding already consolidated thermoplastic plates, as well as ways to manipulate the surface. And the final stage was creating a spliced plate of closed-corrugations, resembling a prototype of a stay-in-place formwork for a reinforced concrete bridge deck.

Electronic reproduction.
Ann Arbor, Mich. :
ProQuest,
2023

Mode of access: World Wide Web

ISBN: 9798351496764Subjects--Topical Terms:

3563166
Strain gauges.
Index Terms--Genre/Form:

542853
Electronic books.

Development of Thermoplastic Composite External Reinforcing of Concrete Decking System.
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100 1 $a Mickiewicz, Jackman Andrew. $3 3700169
245 1 0 $a Development of Thermoplastic Composite External Reinforcing of Concrete Decking System.
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500 $a Source: Masters Abstracts International, Volume: 84-04.
500 $a Advisor: Davids, William ; Lopez-Anido, Roberto A.
502 $a Thesis (M.Sc.)--The University of Maine, 2022.
504 $a Includes bibliographical references
520 $a The use of reinforced concrete is very common in the construction of a wide variety of structures. In buildings it is used for floors, beams, columns, and walls. It can also be used in infrastructure as parts of bridges, dams, pavements, etc. Typically, concrete is reinforced with steel, primarily rebar, to carry tensile stresses.Like every other industry, construction is always looking at ways to advance its technology. The work outlined in this thesis looks to assist in that goal, primarily by looking at options for using a different material than the traditional steel reinforcements to create a reinforced concrete system. Steel-reinforced concrete is susceptible to corrosion from being exposed to the elements and chemicals, like salts. Which reinforced concrete structures frequently experience, and in turn jeopardizes the strength and safety of the structure. Ideal reinforcing materials and methods would give a more durable structure without sacrificing any strength. The material determined to best meet these requirements was a continuous fiber-reinforced thermoplastic (CFRTP), the material selected was a polyethylene terephthalate glycol (PETg) thermoplastic reinforced with E-Glass fibers. The work primarily revolved around ways to enhance the reinforcement of concrete bridge decking. This work could easily be adapted for building floors and slabs. In this thesis, the load requirements adopted were for reinforced concrete bridge decking with a stay-in-place formwork, as provided by the American Association of State Highway and Transportation Officials (AASHTO) LRFD Bridge Design Specifications.This thesis outlines the work done towards building a prototype thermoplastic plate that could be used for stay-in-place concrete and contribute towards the tensile reinforcement of the structure. There were three main stages of work that went into this; the first was the creation of a prototype beam that was a hybrid section of concrete, thermoplastic formed as a closed-corrugation section, and rebar. The second stage looked into the secondary processes of bonding already consolidated thermoplastic plates, as well as ways to manipulate the surface. And the final stage was creating a spliced plate of closed-corrugations, resembling a prototype of a stay-in-place formwork for a reinforced concrete bridge deck.
533 $a Electronic reproduction. $b Ann Arbor, Mich. : $c ProQuest, $d 2023
538 $a Mode of access: World Wide Web
650 4 $a Strain gauges. $3 3563166
650 4 $a Load. $3 3562902
650 4 $a Schedules. $3 3564128
650 4 $a Tensile strength. $3 3564816
650 4 $a Failure. $3 3561225
650 4 $a Wood composites. $3 3681659
650 4 $a Highway construction. $3 3698897
650 4 $a Cooling. $3 1457878
650 4 $a Concrete. $3 666349
650 4 $a Bridge construction. $3 3700170
650 4 $a Deformation. $2 lcstt $3 3267001
650 4 $a Reinforced concrete. $3 861675
650 4 $a Shear strain. $3 3681605
650 4 $a Shear strength. $3 3680813
650 4 $a Friction welding. $3 896614
650 4 $a Thermoplastic composites. $3 3700171
650 4 $a Civil engineering. $3 860360
650 4 $a Industrial engineering. $3 526216
650 4 $a Mechanics. $3 525881
650 4 $a Physics. $3 516296
650 4 $a Wood sciences. $3 3168288
655 7 $a Electronic books. $2 lcsh $3 542853
690 $a 0543
690 $a 0546
690 $a 0346
690 $a 0605
690 $a 0746
710 2 $a ProQuest Information and Learning Co. $3 783688
710 2 $a The University of Maine. $3 1029373
773 0 $t Masters Abstracts International $g 84-04.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=29330431 $z click for full text (PQDT)