Three-Dimensional-Printed Engineered, Strain-Hardening Geopolymer Composite as Permanent Formwork for Construction of Reinforced Concrete Beam (Record no. 815193)

MARC details
000 -LEADER
fixed length control field 02709aab a2200253 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 240527b20242024|||br||| |||| 00| 0 eng d
022 ## - INTERNATIONAL STANDARD SERIAL NUMBER
International Standard Serial Number 0889-3241
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Shin Hau Bong
9 (RLIN) 882077
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Behzad Nematollahi
9 (RLIN) 882078
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Viktor Mechtcherine
9 (RLIN) 882079
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Victor C. Li
9 (RLIN) 173742
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Kamal H. Khayat
9 (RLIN) 882080
245 ## - TITLE STATEMENT
Title Three-Dimensional-Printed Engineered, Strain-Hardening Geopolymer Composite as Permanent Formwork for Construction of Reinforced Concrete Beam
300 ## - PHYSICAL DESCRIPTION
Extent 37-48 p.
520 ## - SUMMARY, ETC.
Summary, etc. Extrusion-based concrete printing technology allows the fabrication of permanent formwork with intricate shapes, into which fresh concrete is cast to build structural members with complex geometries. This significantly enhances the geometric freedom of concrete structures without the use of expensive temporary formwork. In addition, with proper material choice for the permanent formwork, the load-bearing capacity and durability of the resulting structure can be improved. This paper investigates the concrete printing of permanent formwork for reinforced concrete (RC) beam construction. A three-dimensional (3-D)-printable engineered geopolymer composite or strain-hardening geopolymer composite (3DP-EGC or 3DP-SHGC), recently developed by the authors, was used to fabricate the permanent formwork. The 3DP-EGC exhibits strainhardening behavior under direct tension. Two different printing patterns were used for the soffit of the permanent formwork to investigate the effect of this parameter on the flexural performance of RC beams. A conventionally mold-cast RC beam was also prepared as the control beam for comparison purposes. The results showed that the RC beams constructed using the 3DP-EGC permanent formwork exhibited superior flexural performance to the control beam. Such beams yielded significantly higher cracking load (up to 43%), deflection at ultimate load (up to 60%), ductility index (50%), and absorbed energy (up to 107%) than those of the control beam. The ultimate load was comparable with or slightly higher than that of the control beam. Furthermore, the printing pattern at the soffit of the permanent formwork was found to significantly influence the flexural performance of the RC beams.
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Engineered Geopolymer Composite (EGC)
9 (RLIN) 882081
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Permanent Formwork
9 (RLIN) 882082
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced Concrete Beam
9 (RLIN) 171051
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Strain Hardening
9 (RLIN) 761094
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Three-Dimensional (3-D) Concrete Printing
9 (RLIN) 882083
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Farmington Hills,MI, U.S.A : American Concrete Institute
International Standard Serial Number 08893241
Title ACI Structural Journal
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="DOI: 10.14359/51739159">DOI: 10.14359/51739159</a>
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Suppress in OPAC No
Koha item type Articles
-- 14993
-- Mr. Muhammad Rafique Al Haj Rajab Ali (Late)
Holdings
Not for loan Home library Serial Enumeration / chronology Total Checkouts Date last seen Koha item type
  Periodical Section Vol.121, No.2 (March 2024)   27/05/2024 Articles
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