Flexural performance of highly reinforced composite beams with ultra-high performance fiber reinforced concrete layer

2020 ◽  
Vol 219 ◽  
pp. 110722 ◽  
Author(s):  
Kaan Turker ◽  
Ismail Baha Torun
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Composite Beams ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Flexural Performance ◽  
Reinforced Composite ◽  
Concrete Layer ◽  
High Performance Fiber

Responses of composite beams with high-performance fiber-reinforced concrete

2021 ◽  
Vol 270 ◽  
pp. 121814
Author(s):  
Duy-Liem Nguyen ◽  
Duc-Kien Thai ◽  
H.T. Tai Nguyen ◽  
Thac-Quang Nguyen ◽  
Kien Le-Trung
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Composite Beams ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
High Performance Fiber

Static and fatigue flexural performance of ultra-high performance fiber reinforced concrete slabs

2021 ◽  
Vol 231 ◽  
pp. 111728
Author(s):  
Yan Wang ◽  
Xudong Shao ◽  
Junhui Cao ◽  
Xudong Zhao ◽  
Minghong Qiu
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Fiber Reinforced Concrete ◽  
Concrete Slabs ◽  
Fiber Reinforced ◽  
Flexural Performance ◽  
Reinforced Concrete Slabs ◽  
High Performance Fiber

scholarly journals Flexural Behavior of Ultra-High Performance Fiber Reinforced Concrete Scale Tunnel Segment

2018 ◽  
Vol 38 ◽  
pp. 03037
Author(s):  
Kun Ni ◽  
Fa Sheng Zhang ◽  
Yun Xing Shi ◽  
Yan Gang Zhang ◽  
Jing Bin Shi
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Ultimate Load ◽  
Fiber Reinforced Concrete ◽  
Flexural Behavior ◽  
Fiber Reinforced ◽  
Flexural Performance ◽  
Four Point Bending ◽  
High Performance Fiber ◽  
Elastic Stage

To reduce the weight of precast tunnel segment, ultra-high performance fiber reinforced concrete (UHPFRC) was studied to cast the segment. The flexural performance of UHPFRC scale tunnel segments were tested in this work. The weight of the UHPFRC thinner scale tunnel segment was only 80% of reinforced concrete (RC) segment. The segments were loaded as per CJJ/T 164-2011, and the four-point bending system was used. The results showed that the cracking load increased 50%, and 0.2 mm crack width load increased 22%, and the yield load increased 11%, and the ultimate load only decreased 1%. The stiffness of elastic stage of UHPFRC segment looked the same compared to RC segment. In a word, the UHPFRC thinner segments showed excellent flexural performance beyond the traditional RC segment.

scholarly journals Development of a 3D-Printable Ultra-High Performance Fiber-Reinforced Concrete for Digital Construction

2019 ◽  
Author(s):  
Ravendran Arunothayan ◽  
Behzad Nematollahi ◽  
Ravi Ranade ◽  
Shin Hau Bong ◽  
Jay Sanjayan
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Volume Fraction ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Flexural Performance ◽  
High Performance Fiber ◽  
And Performance ◽  
Compressive And Flexural Strengths ◽  
Printing Direction

This paper presents the systematic development and performance characterization of a non-proprietary 3D-printable ultra-high-performance fiber-reinforced concrete (UHPFRC) for digital construction. Several fresh and hardened properties of the developed 3D-printable UHPFRC matrix (without fiber) and composite (with 2% volume fraction of steel fibers) were evaluated and compared to that of conventionally mold-cast UHPFRC. Additionally, the effects of testing direction on the compressive and flexural strengths of the printed UHPFRC were investigated. The fresh properties of the UHPFRC developed in this study satisfied the criteria for extrudability, buildability, and shape-retention-ability, which are relevant for ensuring printability. The printed UHPFRC exhibited superior flexural performance to the mold-cast UHPFRC due to alignment of the short fibers in the printing direction. The high compressive and flexural strengths, along with the deflection-hardening behavior, of the developed UHPFRC can enable the production of thin 3D-printed components with significant reduction or complete elimination of conventional steel bars.

Size effect of ultra-high performance fiber reinforced concrete composite beams in shear

2018 ◽  
Vol 19 (1) ◽  
pp. 141-151 ◽  
Author(s):  
Luaay Hussein ◽  
Lamya Amleh
Keyword(s):  
Reinforced Concrete ◽  
Size Effect ◽  
High Performance ◽  
Composite Beams ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
High Performance Fiber

Influence of technological factors on the properties of ultra-high-performance fiber reinforced concrete

2020 ◽  
pp. 135-147
Author(s):  
Igor Chilin ◽  
Keyword(s):  
Reinforced Concrete ◽  
High Performance ◽  
Fiber Reinforced Concrete ◽  
Fiber Reinforced ◽  
Technological Factors ◽  
High Performance Fiber

Приведены результаты исследований и выполнена оценка влияния технологических факторов на реологические свойства самоуплотняющихся сталефибробетонных смесей, определены кратковременные и длительные физико-механические и деформативные характеристики сверхвысокопрочного сталефибробетона, включая определение его фактической морозостойкости.

Sign in / Sign up

Export Citation Format

Share Document