Effect of u-shaped wire meshed uhpcc permanent formon the flexuralbehaviours of rc beam

Wu Xiangguo; Han Sangmook; Lin Yang; Tian Yubin; Wang Zhenyu; Jiang Hongbin; Qiu Jinkai; Issa Brown Mpalla

Effect of u-shaped wire meshed uhpcc permanent formon the flexuralbehaviours of rc beam

Wu Xiangguo
, Han Sangmook
, Lin Yang
, Tian Yubin
, Wang Zhenyu
, Jiang Hongbin
, Qiu Jinkai
, Issa Brown Mpalla

School of Civil Engineering

School of Civil Engineering, Harbin Institute of Technology
Kumoh National Institute of Technology
Harbin Institute of Technology

Research output: Contribution to journal › Conference article › peer-review

Abstract

In order to reduce the semi prefabricated RC frame component weight, improving the ductility and durability of RC components, the U-shaped ultra high performance cementitious composites shell with combines toughening by steel wire mesh and steel fibre is used in the permanent formwork design and a new type of reinforced concrete composite beam is formed. ln order to investigate the influence of U-shaped UHPCC permanent formwork on bending behavior of reinforced concrete beams, this paper carried out large scale bending test of the reinforced concrete with U type UHPCC permanent formwork and the bending test of contrast reinforced concrete beam is carried out simultaneously. According to the test results, the effects of the U-shaped UHPCC permanent formwork on the flexural behaviors and failure mode of the reinforced concrete beams are studied.

Original language	English
Pages (from-to)	213
Number of pages	1
Journal	fib Symposium
State	Published - 2015
Event	International fib Symposium on Concrete - Innovation and Design, 2015 - Copenhagen, Denmark Duration: 18 May 2015 → 20 May 2015

Keywords

Flexural behavior
Permanent form
Semi-prefabricated beam
Structural test
UHPCC

Cite this

@article{52f16c857b834f4b8c0acda89c6a8212,

title = "Effect of u-shaped wire meshed uhpcc permanent formon the flexuralbehaviours of rc beam",

abstract = "In order to reduce the semi prefabricated RC frame component weight, improving the ductility and durability of RC components, the U-shaped ultra high performance cementitious composites shell with combines toughening by steel wire mesh and steel fibre is used in the permanent formwork design and a new type of reinforced concrete composite beam is formed. ln order to investigate the influence of U-shaped UHPCC permanent formwork on bending behavior of reinforced concrete beams, this paper carried out large scale bending test of the reinforced concrete with U type UHPCC permanent formwork and the bending test of contrast reinforced concrete beam is carried out simultaneously. According to the test results, the effects of the U-shaped UHPCC permanent formwork on the flexural behaviors and failure mode of the reinforced concrete beams are studied.",

keywords = "Flexural behavior, Permanent form, Semi-prefabricated beam, Structural test, UHPCC",

author = "Wu Xiangguo and Han Sangmook and Lin Yang and Tian Yubin and Wang Zhenyu and Jiang Hongbin and Qiu Jinkai and Mpalla, \{Issa Brown\}",

note = "Publisher Copyright: {\textcopyright} f{\'e}d{\'e}ration internationale du b{\'e}ton (fib).; International fib Symposium on Concrete - Innovation and Design, 2015 ; Conference date: 18-05-2015 Through 20-05-2015",

year = "2015",

language = "英语",

pages = "213",

journal = "fib Symposium",

issn = "2617-4820",

publisher = "fib. The International Federation for Structural Concrete",

}

TY - JOUR

T1 - Effect of u-shaped wire meshed uhpcc permanent formon the flexuralbehaviours of rc beam

AU - Xiangguo, Wu

AU - Sangmook, Han

AU - Yang, Lin

AU - Yubin, Tian

AU - Zhenyu, Wang

AU - Hongbin, Jiang

AU - Jinkai, Qiu

AU - Mpalla, Issa Brown

N1 - Publisher Copyright: © fédération internationale du béton (fib).

PY - 2015

Y1 - 2015

N2 - In order to reduce the semi prefabricated RC frame component weight, improving the ductility and durability of RC components, the U-shaped ultra high performance cementitious composites shell with combines toughening by steel wire mesh and steel fibre is used in the permanent formwork design and a new type of reinforced concrete composite beam is formed. ln order to investigate the influence of U-shaped UHPCC permanent formwork on bending behavior of reinforced concrete beams, this paper carried out large scale bending test of the reinforced concrete with U type UHPCC permanent formwork and the bending test of contrast reinforced concrete beam is carried out simultaneously. According to the test results, the effects of the U-shaped UHPCC permanent formwork on the flexural behaviors and failure mode of the reinforced concrete beams are studied.

AB - In order to reduce the semi prefabricated RC frame component weight, improving the ductility and durability of RC components, the U-shaped ultra high performance cementitious composites shell with combines toughening by steel wire mesh and steel fibre is used in the permanent formwork design and a new type of reinforced concrete composite beam is formed. ln order to investigate the influence of U-shaped UHPCC permanent formwork on bending behavior of reinforced concrete beams, this paper carried out large scale bending test of the reinforced concrete with U type UHPCC permanent formwork and the bending test of contrast reinforced concrete beam is carried out simultaneously. According to the test results, the effects of the U-shaped UHPCC permanent formwork on the flexural behaviors and failure mode of the reinforced concrete beams are studied.

KW - Flexural behavior

KW - Permanent form

KW - Semi-prefabricated beam

KW - Structural test

KW - UHPCC

UR - https://www.scopus.com/pages/publications/85134804667

M3 - 会议文章

AN - SCOPUS:85134804667

SN - 2617-4820

SP - 213

JO - fib Symposium

JF - fib Symposium

T2 - International fib Symposium on Concrete - Innovation and Design, 2015

Y2 - 18 May 2015 through 20 May 2015

ER -

Effect of u-shaped wire meshed uhpcc permanent formon the flexuralbehaviours of rc beam

Abstract

Keywords

Other files and links

Fingerprint

Cite this