RESEARCH ON SHEAR STRENGTH TESTS OF TYPICAL GLUBAM MATERIALS

Li Jia; Xiao Yan; Yang Ruizhen; Shen Yali

doi:10.13204/j.gyjz201504002

Volume 45 Issue 4

Jun. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(4): 7-12

Li Jia, Xiao Yan, Yang Ruizhen, Shen Yali. RESEARCH ON SHEAR STRENGTH TESTS OF TYPICAL GLUBAM MATERIALS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 7-12. doi: 10.13204/j.gyjz201504002

Citation:

Li Jia, Xiao Yan, Yang Ruizhen, Shen Yali. RESEARCH ON SHEAR STRENGTH TESTS OF TYPICAL GLUBAM MATERIALS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 7-12. doi: 10.13204/j.gyjz201504002

Li Jia, Xiao Yan, Yang Ruizhen, Shen Yali. RESEARCH ON SHEAR STRENGTH TESTS OF TYPICAL GLUBAM MATERIALS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 7-12. doi: 10.13204/j.gyjz201504002

Citation:

Li Jia, Xiao Yan, Yang Ruizhen, Shen Yali. RESEARCH ON SHEAR STRENGTH TESTS OF TYPICAL GLUBAM MATERIALS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 7-12. doi: 10.13204/j.gyjz201504002

PDF( 0 KB)

RESEARCH ON SHEAR STRENGTH TESTS OF TYPICAL GLUBAM MATERIALS

doi: 10.13204/j.gyjz201504002

Publish Date: 2015-04-20

Abstract

Abstract

Based on current specifications timber materials，such as Wood Physical and Mechanical Properties Test Methods and Standard Test Methods for Small Clear Specimens of Timber ( ASTM D 143 －94) ，it was conducted shear tests of glue laminated bamboo ( GluBam) ，with different loading configurations related to the main fiber orientation． It was obtained the average value of in-plane and out-of-plane shear strengths and found out by statistical analysis of the shear test data that: Weibull distribution could be used to describe the distribution of the out-of-plane shear strength，normal distribution could better meet in-plane shear strength． The results showed that fiber arrangement and loading have great influence on shear strength． By comparing with several other common building materials，GluBam could meet the shear strength requirements of structure．
- shear test,
- GluBam,
- in-plane shear,
- shear strength

FullText(HTML)

References(0)

References

Relative Articles

[1]	YUE Xianghua, LONG Yueling, JIANG Yujie, LI Wentao, CAI Jian. Axial Compressive Performance and Constitutive Model of CFST Columns with an Inner FRP Tube[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 177-189. doi: 10.3724/j.gyjzG24041713
[2]	LAN Tao, KANG Lei, LI Ran, LI Zexu, QIN Guangchong, ZHANG Boya. Research on Mechanical Properties and Constitutive Model of Q355GNH Weathering Steel After Corrosion Damage[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 49-57. doi: 10.3724/j.gyjzG24041801
[3]	HUA Jianmin, HU Guosong, WANG Fei, XUE Xuanyi, WANG Neng. Mechanical Properties of Stainless-Clad Bimetallic Steel Bars with Different Corrosion Forms[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 179-186. doi: 10.13204/j.gyjzG22112002
[4]	WANG Chenxia, ZHANG Duo, CAO Fubo, WU Yaxuan, YE Chang, LI Lan. Research on Mechanical Properties and Damage of Recycled Concrete After Being Subjected to Freeze-Thaw Cycles[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 199-207. doi: 10.13204/j.gyjzG20091704
[5]	FU Qian, XUE Gang, XU Sheng, LI Jingjun. Study on Stress-Strain Curves of Rubber Concrete Under Uniaxial Compression Based on Orthogonal Tests[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 191-199. doi: 10.13204/j.gyjzG21072305
[6]	CHEN Youliang, XIAO Peng, DU Xi, WANG Suran, R. AZZAM. A Damage Constitutive Model for Rock Based on Weibull Distribution Under Coupling Action of Temperature and Confining Pressure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 160-167. doi: 10.13204/j.gyjzG21030203
[7]	ZHANG Hailong, ZHAO Xuehang, LI Haifeng. STUDY ON MECHANICAL PROPERTIES OF PERFORATED HIGH-STRENGTH STEEL PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 157-162,199. doi: 10.13204/j.gyjzG20022712
[8]	YANG, Zhengjun, ZOU. NUMERICAL RESEARCH ON THE MECHANICAL PROPERTIES OF NEW PRECAST STEEL-CONCRETE LAMINATED SLAB[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 178-183. doi: 10.13204/j.gyjz202001028
[9]	Xia Hongchun. CONSTITUTIVE MODEL OF SOIL-STRUCTUＲE INTERFACE BASED ON STRAIN GRADIENT PLASTICITY THEORY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 87-92. doi: 10.13204/j.gyjz201506018
[10]	Chen Zongping, Ye Peihuan, Xue Jianyang, Zhou Chunheng. MECHANICAL PROPERTIES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE ECCENTRIC COMPRESSION COLUMN AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 39-44. doi: 10.13204/j.gyjz2001411007
[11]	Zhou Ming, Wang Xintang, Zheng Xiaoyao. EXPERIMENTAL RESEARCH ON POST-FIRE MECHANICAL BEHAVIOR OF H-STEEL COLUMNS WITH DIFFERENT RESTRAINT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 153-157,33. doi: 10.13204/j.gyjz201206032
[12]	Yao Yangping, Huang Guan. VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL FOR ROCKFILL CONSIDERING PARTICLE CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 71-76. doi: 10.13204/j.gyjz201003017
[13]	Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
[14]	Liu Yang, Zhang Qilin. EXPERIMENT AND FEM ANALYSIS ON THE SHEAR BEHAVIORS OF PROFILED METAL SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 88-92. doi: 10.13204/j.gyjz200710024
[15]	Yang You-fu. THEORETICAL RESEARCH ON LOAD-DEFORMATION RELATIONS OF RECYCLED AGGREGATE CONCRETE-FILLED STEEL TUBULARMEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 1-6,124. doi: 10.13204/j.gyjz200712001
[16]	Li Susu, Chen Fengshan, Liu Yi. EXPERIMENT AND ANALYSIS OF LONG-TIME MECHANICAL PROPERTIES OF CARBON FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 69-72. doi: 10.13204/j.gyjz200705018
[17]	Han Jinsheng, Cheng Wenrang, Xu Zhaodong, Dong Yuli, Lv Junli. EXPERIMENTAL STUDY ON THE BEHAVIORS OF PROFILED STEEL SHEETING_CONCRETE COMPOSITE SLABS UNDER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 87-90. doi: 10.13204/j.gyjz200603023
[18]	Long Liping, Gu Hongyan, Cui Jia. STATIC BEHAVIOR OF STRESSED SKIN DIAPHRAGM CONNECTED WITH V840 PROFILED SHEET[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 84-85,83. doi: 10.13204/j.gyjz200506024
[19]	Li Junhua, Zhao Hongtie, Xue Jianyang, Yang Yong. CONSTITUTIVE MODEL FOR BOND DAMAGE IN SRC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 69-70,81. doi: 10.13204/j.gyjz200501022
[20]	Chen Liuguo, Fang Congqi, Kou Xinjian, Chen Bing. BOND PROPERTY OF REINFORCED CONCRETE WITH CORRODED REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 15-17. doi: 10.13204/j.gyjz200405005