Design of short span bridge with fiber reinforced concrete (Record no. 27487)

MARC details
000 -LEADER
fixed length control field 03818nas a2200397 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818090255.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 230118s2022 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12396709
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT SSPR no.ST-22-03
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Mizan, S.M. Hasan Ibna
245 10 - TITLE STATEMENT
Title Design of short span bridge with fiber reinforced concrete
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2022
300 ## - PHYSICAL DESCRIPTION
Extent 50 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Special studies project report ;
Volume/sequential designation no. ST-22-03
500 ## - GENERAL NOTE
General note Special study submitted in partial fulfillment of the requirements for the Degree of Master in Structural Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Special Studies Project Report (M.) - Asian Institute of Technology, 2022
520 ## - SUMMARY, ETC.
Summary, etc. There are different types of fibers used in fiber reinforced concrete for construction work such as steel fiber, glass fiber, carbon fiber, polypropylene fiber, polyester fiber, macro synthetic fiber, micro synthetic fiber, natural fiber, cellulose fiber and so on. This research discusses steel fibers. Steel fibers can improve the structural strength to reduce the heavy steel reinforcement requirement. Freeze thaw resistance of the concrete is improved. The durability of the concrete is improved to reduce the crack widths. This research provides the design of a simply supported slab bridge using steel fiber reinforced concrete. Two types of slab length have been considered in this research: one with a 3 meter simply supported span and other with the 6 meter simply supported span. This research also provides the design of simply supported slab bridge with conventional reinforced concrete and steel fiber reinforced concrete having both 3 meter and 6 meters simply supported span. Then a comparison was made between the FRC bridge and the conventional RC bridge that can withstand the same load in terms of weight and amount of material used. In this research, the AASHTO LRFD Bridge Design Specification and ACI code 318-19 have been used for RC design. For FRC design, RILEM TC 162-TDF (v-f design method) and Eurocode 2 {u2013} design of concrete structure has been used. Finally, a comparison has been made between the moment capacity of sections in terms of different depth of cross section, different rebar diameter and different dosage of Steel fiber. It has also been shown the comparison of shear capacity of a member for different dosage of steel fiber and without any steel fiber. At the end, it has been observed that the use of steel fiber reinforced concrete can reduce total concrete volume required by reducing the member depth and also can reduce the reinforcement and as well as increase the shear capacity compared to conventional reinforcement concrete.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bridges
General subdivision Design and construction
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Fiber-reinforced concrete
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Krishna, Chaitanya,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Raktipong Sahamitmongkol,
Relator term Co-Chairperson and Advisor
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Thanakorn Pheeraphan,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Bangladesh,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Special studies project report ;
Volume/sequential designation no. ST-22-03
856 40 - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18060">http://203.159.5.9/ait-thesis/detail.php?q=B18060</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12396709
b mnait
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 250422
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 230118
First date, FD (RLIN) m
-- a
-- m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 67-Electronic Resource
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : -
CREATED CREATED : 2023-10-01
RECORD Id RECORD # : i13423629
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050121039449
CREATED CREATED : 2024-02-13
RECORD Id RECORD # : i13484540
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Date last seen Price effective from Koha item type Barcode Copy number
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT SSPR no.ST-22-03 18/08/2026 18/08/2026 67-Electronic Resource    
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT SSPR no.ST-22-03 18/08/2026 18/08/2026 40-Archives 30050121039449 1
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