CUI Zhaoyan, XU Ming, CHEN Zhongfan, et al. Experimental study on charring properties of bamboo scrimber exposed to three-and four-side fire[J]. 2020, 52(2): 111-118.
DOI:
CUI Zhaoyan, XU Ming, CHEN Zhongfan, et al. Experimental study on charring properties of bamboo scrimber exposed to three-and four-side fire[J]. 2020, 52(2): 111-118.DOI: 10.11918/201809033.
Experimental study on charring properties of bamboo scrimber exposed to three-and four-side fire
bamboo scrimber has been widely adopted in construction engineering. However
considering that bamboo scrimber is a combustible material similar to timber
it is urgent to complement and improve the fire resistance design of bamboo scrimber structures. To study the charring properties of bamboo scrimber
a total of 16 specimens in 4 groups exposed to three-and four-side fire were tested to analyze effects of section size
exposure time
and exposure surface number on charring depth and charring with furnace temperatures following the requirements of ISO 834. Results show that the charring rate decreases as the exposure time increases due to the thermal resistance of char layer. The effective section decreases and the cross-section changes to corner rounding due to the double heating process. The difference of the charring depth between the corner and non-corner areas is significant. Comparing with the charring properties of bamboo scrimber exposed to one side fire
the charring depth in multi-side fire is larger than that in one side fire. The simulation model of charring depth is further revised by considering multi-side charring factor. To simplify the fire resistance design
the notional charring rate is suggested to be 0.7 mm/min based on the corner rounding effect. Therefore
the reliable data can be used in residual cross-section simulation of bamboo scrimber structures after fire.
Calculation method for punching capacity of slab-column connections considering bending shear correlation
Calculation method for the overall stability of box-section stainless steel member under axial compression
Numerical methods and model experiment for impact load induced by vehicle bumping at bridge expansion joint
Calculation method for elastic torsional performance of open RC beams with small span-height ratio
Fatigue equivalent temperature of asphalt pavement with nonuniform traffic volume distribution
Related Author
WANG Ying
ZHENG Bowen
LYU Shengxian
ZHENG Wenzhong
SHANG Fan
YANG Lu
ZHAO Menghan
XU Dongchen
Related Institution
Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Harbin Institute of Technology, Ministry of Industry and Information Technology
Key Lab of Structures Dynamic Behavior and ControlHarbin Institute of Technology, Ministry of Education
School of Civil Engineering, Beijing Jiaotong University
The College of Architecture and Civil Engineering, Beijing University of Technology
State Key Laboratory of Bridge Engineering Structural Dynamic (Chongqing Communications Technology Research & Design Institute)