Experiments on Mechanical Performance of Tibetan Rubble Stone Walls Retrofitted with BFRP Grids

HUANG Hui; YANG Dan; CHEN Ke; JIA Bin

doi:10.3969/j.issn.0258-2724.20180455

Volume 55 Issue 3

Jun. 2020

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Journal of Southwest Jiaotong University > 2020 > 55(3): 643-649.

HUANG Hui, YANG Dan, CHEN Ke, JIA Bin. Experiments on Mechanical Performance of Tibetan Rubble Stone Walls Retrofitted with BFRP Grids[J]. Journal of Southwest Jiaotong University, 2020, 55(3): 643-649. doi: 10.3969/j.issn.0258-2724.20180455

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HUANG Hui, YANG Dan, CHEN Ke, JIA Bin. Experiments on Mechanical Performance of Tibetan Rubble Stone Walls Retrofitted with BFRP Grids[J]. Journal of Southwest Jiaotong University, 2020, 55(3): 643-649. doi: 10.3969/j.issn.0258-2724.20180455

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Experiments on Mechanical Performance of Tibetan Rubble Stone Walls Retrofitted with BFRP Grids

doi: 10.3969/j.issn.0258-2724.20180455

HUANG Hui^{1,2
,},
YANG Dan¹,
CHEN Ke¹,
JIA Bin^{1,2
,
,}

Received Date: 28 Mar 2018
Rev Recd Date: 04 Aug 2018

Available Online: 20 Apr 2020

Publish Date: 01 Jun 2020

Abstract

Abstract

Two groups of Tibetan rubble stone walls, each with four pieces, were tested under compressive loading and low cyclic loading, respectively, in order to study the mechanical performance of the walls retrofitted with basalt fiber reinforced polymer (BFRP) grids. These tests focus on the mechanical behavior, failure modes, load carrying capacity, energy dissipation capacity, and stiffness degradation of the walls. The experimental results demonstrate that the rubble stone walls retrofitted with BFRP grids showed slower crack development compared with the un-retrofitted walls under the same compressive load. The measured average compressive strength of the rubble stone walls retrofitted with BFRP grids was about 2.72 times that of the un-retrofitted walls. The typical compressive failure mode of the rubble stone walls retrofitted with BFRP grids was BFRP grids rupture followed by out-of-plane buckling failure. Meanwhile, the rubble stone walls retrofitted with BFRP grids showed higher energy dissipation capacity and shear strength than the un-retrofitted rubble stone walls, and the measured average shear strength increased by 74.3%. Under low cyclic loading the rubble stone walls retrofitted with BFRP grids showed BFRP grids rupture along the diagonal cracks followed by shear failure.
- Tibetan rubble stone wall,
- BFRP grids,
- compressive behavior,
- seismic performance,
- load bearing capacity

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References(17)

References

杜启明. 西藏传统建筑——高原上的创造力[J]. 中国文化遗产,2009(6): 12-25.

DU Qiming. Traditional constructions in Tibet—creativity on the plateau[J]. China Cultural Heritage, 2009(6): 12-25.

邹紫男. 川西传统石构民居的结构体系研究[D]. 西安: 西安建筑科技大学, 2013.

邹洪灿. 藏族传统建筑的防震意识与措施[J]. 古建园林技术,1993(2): 38-42.

ZOU Hongcan. Earthquake awareness and measures of traditional Tibetan architecture[J]. Traditional Chinese Architecture and Gardens, 1993(2): 38-42.

VASCONCELOS G, LOURENCO P B. Evaluation of the in-plane seismic performance of stone masonry walls[C]// Fifth International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures. Warsaw: AMCM, 2005: 1-8.

VASCONCELOS G, LOURENCO P B. In-plane experimental behavior of stone masonry walls under cyclic loading[J]. Journal of Structural Engineering, 2009, 135(10): 1269-1277. doi: 10.1061/(ASCE)ST.1943-541X.0000053

王毅红,韩岗,卜永红,等. 村镇既有砌体结构民居建筑抗震性能现状分析[J]. 建筑结构,2010,40(12): 101-104,121.

WANG Yihong, HAN Gang, BU Yonghong, et al. Existing research on seismic behavior of masonry structure in village buildings[J]. Building Structure, 2010, 40(12): 101-104,121.

王全凤,柴振岭,黄奕辉,等. GFRP复合材料加固带壁柱砖墙抗震性能试验研究[J]. 土木工程学报,2006,39(8): 65-71,112. doi: 10.3321/j.issn:1000-131X.2006.08.011

WANG Quanfeng, CHAI Zhenling, HUANG Yihui, et al. An experimental study on the seismic performance of brick masonry walls with pilaster reinforced by GFRP[J]. China Civil Engineering Journal, 2006, 39(8): 65-71,112. doi: 10.3321/j.issn:1000-131X.2006.08.011

樊越,左宏亮,郭亮. 粘贴CFRP砖砌体墙在低周反复荷载作用下的试验[J]. 沈阳建筑大学学报(自然科学版),2012,28(2): 208-214.

FAN Yue, ZUO Hongliang, GUO Liang. Experimental study on the test of masonry walls strengthened with CFRP under low-cyclic loads[J]. Journal of Shenyang Jianzhu University (Natural Science Edition), 2012, 28(2): 208-214.

SANTA-MARIA H, ALCAINO P. Repair of in-plane shear damaged masonry walls with external FRP[J]. Construction and Building Materials, 2011, 25(3): 1172-1180. doi: 10.1016/j.conbuildmat.2010.09.030

ELGAWADY M A, LESTUZZI P, BADOUX M. Aseismic retrofitting of unreinforced masonry walls using FRP[J]. Composites Part B:Engineering, 2006, 37(2/3): 148-162.

雷真,张力,段自侠,等. BFRP复合材料加固老旧砌体砖墙的平面内受力性能[J]. 材料科学,2017,7(6): 592-602. doi: 10.12677/MS.2017.76078

LEI Zhen, ZHANG Li, DUAN Zixia, et al. In-plane mechanical behavior of ancient masonry walls strengthened by BFRP composite material[J]. Material Sciences, 2017, 7(6): 592-602. doi: 10.12677/MS.2017.76078

PAPANICOLAOU C, TRIANTAFILLOU T, LEKKA M. Externally bonded grids as strengthening and seismic retrofitting materials of masonry panels[J]. Construction and Building Materials, 2011, 25(2): 504-514. doi: 10.1016/j.conbuildmat.2010.07.018

木雅• 曲吉建才. 西藏民居[M]. 北京: 中国建筑工业出版社, 2010: 90-110.

傅雷,贾彬. 西藏民居毛石墙体抗压性能试验研究[J]. 工程抗震与加固改造,2015,37(5): 119-122,163.

FU Lei, JIA Bin. Experimental study on compressive performance of the rubble masonry walls of Tibet folk dwelling[J]. Earthquake Resistant Engineering and Retrofitting, 2015, 37(5): 119-122,163.

何保康,郭鹏,王彦敏,等. 高强冷弯型钢骨架墙体抗剪性能试验研究[J]. 建筑结构学报,2008,29(2): 72-78,113. doi: 10.3321/j.issn:1000-6869.2008.02.011

HE Baokang, GUO Peng, WANG Yanmin, et al. Experimental study on shear resistance of high strength cold-formed steel framing walls[J]. Journal of Building Structures, 2008, 29(2): 72-78,113. doi: 10.3321/j.issn:1000-6869.2008.02.011

黄炜,张敏,江永涛,等. 装配式混凝土墙抗震性能试验研究[J]. 建筑结构学报,2015,36(10): 88-95.

HUANG Wei, ZHANG Min, JIANG Yongtao, et al. Experimental study on seismic behavior of precast concrete walls[J]. Journal of Building Structures, 2015, 36(10): 88-95.

康佳华,熊海贝,吕西林. 轻型木结构房屋足尺模型低周反复加载试验研究[J]. 土木工程学报,2010,43(11): 71-78.

KANG Jiahua, XIONG Haibei, LÜ Xilin. Cyclic tests of full-scale wood-framed constructions[J]. China Civil Engineering Journal, 2010, 43(11): 71-78.

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