传统藏式毛石砌体受压力学性能试验研究
引用文献：
汪源 黄辉 贾彬 王汝恒. 传统藏式毛石砌体受压力学性能试验研究[J]. 建筑结构，2022，48（08）：118-123.
WANG Yuan HUANG Hui JIA Bin WANG Ruheng. Experimental study on compression mechanical properties of traditional Tibetan rubble masonry[J]. Building Structure，2022,48（08）：118-123.
摘要：为充分了解藏式毛石砌体在竖向荷载作用下的变形形态和破坏机理，结合藏式毛石建筑的砌筑工艺和构造特征，对2组典型的毛石棱柱体试件进行轴心受压试验。分析了试件的变形、裂缝发展及破坏特征，获得了试件抗压强度等基本力学参数及受压应力-应变曲线。结果表明，藏式毛石砌体整体受力性能较差，且变形和损伤具有阶段性特征，应力-应变曲线呈现明显的非线性和锯齿形；碎石填缝砌筑工艺能提高试件承载力，减小试件的变形。最后提出了采用统一分式表达受压应力-应变曲线上升段的本构关系，此式能良好地表达相似文献中毛石砌体的应力-应变上升段曲线。
关键词：毛石砌体，抗压强度，破坏机理，本构关系
基金：国家自然科学基金项目(51908476,51568058)。
尊敬的用户，本篇文章需要2元，点击支付交费后阅读
限时优惠福利：领取VIP会员
全年期刊、会议视频
全部免费！培训视频打折！
全年期刊、会议视频
全部免费！培训视频打折！
参考文献[1] 木雅·曲吉建才.西藏民居[M].北京：中国建筑工业出版社，2009:9-16.
[2] 徐宗威.西藏传统建筑导则[M].北京：中国建筑工业出版社，2004.
[3] 邓传力.藏式传统园林(林卡)浅析[D].成都：西南交通大学，2005.
[4] 沈欣.对藏式宗教建筑细部艺术的研究初探[D].西安：西安建筑科技大学，2011.
[5] 刘潇，贾彬，王汝恒.毛石墙体在竖向荷载作用下变形性能试验研究[J].四川建筑科学研究，2018,44(1):46-50.
[6] 黄辉，杨丹，陈科，等.BFRP网格改良藏式毛石墙体受力性能试验研究[J].西南交通大学学报，2020,55(3):643-649.
[7] ALMEIDAl C,GUEDES J P,AREDA A,et al.Physical characterization and compression tests of one leaf stone masonry walls[J].Construction and Building Materials,2012,30:188-197.
[8] SILVA B,BENETTA M D,PORTO F D,et al.Experimental assessment of in-plane behaviour of three leaf stone masonry walls[J].Construction and Building Materials,2014,53:149-161.
[9] VINTZILEOU E,MILTIADOU-FEZANS A.Mechanical properties of three-leaf stone masonry grouted with ternary or hydraulic lime-based grouts[J].Engineering Structures,2008,30(8):2265-2276.
[10] 滕东宇，杨娜.藏式石砌体受压应力-应变全曲线特征研究[J].工程力学，2018,35 (11):172-180.
[11] VASCONCELOS G,LOURENCO P B.Experimental characterization of stone masonry in shear and compression[J].Construction & Building Materials,2009,23(11):3337-3345.
[12] DAVID G,JOSÉ T S J,GARMENDIA L,et al.Experimental study of traditional stone masonry under compressive load and comparison of results with design codes[J].Materials and Structures,2012,45(7):995-1006.
[13] DAVID G,JOSÉ T S J,GARMENDIA L,et al.Comparison between experimental values and standards on natural stone masonry mechanical properties[J].Construction & Building Materials,2012,28(1):444-449.
[14] MEIMAROGLOU N,MOUZAKIS H.Mechanical properties of three-leaf masonry walls constructed with natural stones and mud mortar[J].Engineering Structures,2018,172(1):869-876.
[15] 砌体基本力学性能试验方法标准：GB/T 50129—2011[S].北京：中国建筑工业出版社，2011.
[16] 工程岩体试验方法标准：GB/T 50266—2013[S].北京：中国计划出版社，2013.
[17] 公路工程岩石试验规程：JTG E41—2005[S].北京：人民交通出版社，2005.
[18] Methods of test for masonry -part 1:determination of compressive strength:EN 1052-1[S].London:Institution British Standards,1999.
[19] OLIVEIRA D V,LOURENO P B,GARBIN E,et al.Strengthening of three-leaf stone masonry walls:an experimental research[J].Materials and Structures,2012,45(8):1259-1276.
[20] 赵芝月，阿肯江·托呼提，员方，等.基于Mohr-Coulomb模型的土坯砌体峰后力学性能研究[J].建筑结构，2020,50(24):124-128.
[21] 陈大川，王鼎伟，施楚贤.砂浆厚度对页岩多孔砖砌体抗压强度影响试验研究[J].建筑结构，2019,49(5):27-31.
[22] 施楚贤.砌体结构理论与设计[M].第3版.北京：中国建筑工业出版社，2014:50-53.
[23] NAZIR S,DHANASEKAR M.Modelling the failure of thin layered mortar joints in masonry[J].Engineering Structures,2013,49:615-627.
[24] ZAHRA T,DHANASEKAR M.Prediction of masonry compressive behaviour using a damage mechanics inspired modelling method[J].Construction and Building Materials,2016,109(15):128-138.
[25] RAVULA M B,SUBRAMANIAM K V L.Experimental investigation of compressive failure in masonry brick assemblages made with soft brick[J].Materials and Structures,2017,50:DOI 10.1617/s11527-016-0926-1.
[26] 过镇海.混凝土的强度和变形-实验基础和本构关系研究[M].北京：清华大学出版社，1997.
[27] ILLAMPAS R,IOANNOU I,CHARMPIS D C.Adobe bricks under compression:experimental investigation and derivation of stress-strain equation[J].Construction and Building Materials,2014(53):83-90.
[28] COSTIGAN A,PAVIA S,KINNANE O.An experimental evaluation of prediction models for the mechanical behavior of unreinforced,lime-mortar masonry under compression[J].Journal of Building Engineering,2015,4(1):283-294.
[29] 仲继清.生土基材料和生土砖砌体单轴受压本构关系研究及应用[D].西安：长安大学，2018.
[30] 赵成，阿肯江·托呼提，陈嘉.改性土体材料单轴受压本构关系研究[J].新疆大学学报(自然科学版),2010,27(1):123-126.
[31] 王毅红，刘奇佶，仲继清，等.机制生土砖砌体变形模量及泊松比试验研究[J].建筑结构，2016,46(12):67-72.
[2] 徐宗威.西藏传统建筑导则[M].北京：中国建筑工业出版社，2004.
[3] 邓传力.藏式传统园林(林卡)浅析[D].成都：西南交通大学，2005.
[4] 沈欣.对藏式宗教建筑细部艺术的研究初探[D].西安：西安建筑科技大学，2011.
[5] 刘潇，贾彬，王汝恒.毛石墙体在竖向荷载作用下变形性能试验研究[J].四川建筑科学研究，2018,44(1):46-50.
[6] 黄辉，杨丹，陈科，等.BFRP网格改良藏式毛石墙体受力性能试验研究[J].西南交通大学学报，2020,55(3):643-649.
[7] ALMEIDAl C,GUEDES J P,AREDA A,et al.Physical characterization and compression tests of one leaf stone masonry walls[J].Construction and Building Materials,2012,30:188-197.
[8] SILVA B,BENETTA M D,PORTO F D,et al.Experimental assessment of in-plane behaviour of three leaf stone masonry walls[J].Construction and Building Materials,2014,53:149-161.
[9] VINTZILEOU E,MILTIADOU-FEZANS A.Mechanical properties of three-leaf stone masonry grouted with ternary or hydraulic lime-based grouts[J].Engineering Structures,2008,30(8):2265-2276.
[10] 滕东宇，杨娜.藏式石砌体受压应力-应变全曲线特征研究[J].工程力学，2018,35 (11):172-180.
[11] VASCONCELOS G,LOURENCO P B.Experimental characterization of stone masonry in shear and compression[J].Construction & Building Materials,2009,23(11):3337-3345.
[12] DAVID G,JOSÉ T S J,GARMENDIA L,et al.Experimental study of traditional stone masonry under compressive load and comparison of results with design codes[J].Materials and Structures,2012,45(7):995-1006.
[13] DAVID G,JOSÉ T S J,GARMENDIA L,et al.Comparison between experimental values and standards on natural stone masonry mechanical properties[J].Construction & Building Materials,2012,28(1):444-449.
[14] MEIMAROGLOU N,MOUZAKIS H.Mechanical properties of three-leaf masonry walls constructed with natural stones and mud mortar[J].Engineering Structures,2018,172(1):869-876.
[15] 砌体基本力学性能试验方法标准：GB/T 50129—2011[S].北京：中国建筑工业出版社，2011.
[16] 工程岩体试验方法标准：GB/T 50266—2013[S].北京：中国计划出版社，2013.
[17] 公路工程岩石试验规程：JTG E41—2005[S].北京：人民交通出版社，2005.
[18] Methods of test for masonry -part 1:determination of compressive strength:EN 1052-1[S].London:Institution British Standards,1999.
[19] OLIVEIRA D V,LOURENO P B,GARBIN E,et al.Strengthening of three-leaf stone masonry walls:an experimental research[J].Materials and Structures,2012,45(8):1259-1276.
[20] 赵芝月，阿肯江·托呼提，员方，等.基于Mohr-Coulomb模型的土坯砌体峰后力学性能研究[J].建筑结构，2020,50(24):124-128.
[21] 陈大川，王鼎伟，施楚贤.砂浆厚度对页岩多孔砖砌体抗压强度影响试验研究[J].建筑结构，2019,49(5):27-31.
[22] 施楚贤.砌体结构理论与设计[M].第3版.北京：中国建筑工业出版社，2014:50-53.
[23] NAZIR S,DHANASEKAR M.Modelling the failure of thin layered mortar joints in masonry[J].Engineering Structures,2013,49:615-627.
[24] ZAHRA T,DHANASEKAR M.Prediction of masonry compressive behaviour using a damage mechanics inspired modelling method[J].Construction and Building Materials,2016,109(15):128-138.
[25] RAVULA M B,SUBRAMANIAM K V L.Experimental investigation of compressive failure in masonry brick assemblages made with soft brick[J].Materials and Structures,2017,50:DOI 10.1617/s11527-016-0926-1.
[26] 过镇海.混凝土的强度和变形-实验基础和本构关系研究[M].北京：清华大学出版社，1997.
[27] ILLAMPAS R,IOANNOU I,CHARMPIS D C.Adobe bricks under compression:experimental investigation and derivation of stress-strain equation[J].Construction and Building Materials,2014(53):83-90.
[28] COSTIGAN A,PAVIA S,KINNANE O.An experimental evaluation of prediction models for the mechanical behavior of unreinforced,lime-mortar masonry under compression[J].Journal of Building Engineering,2015,4(1):283-294.
[29] 仲继清.生土基材料和生土砖砌体单轴受压本构关系研究及应用[D].西安：长安大学，2018.
[30] 赵成，阿肯江·托呼提，陈嘉.改性土体材料单轴受压本构关系研究[J].新疆大学学报(自然科学版),2010,27(1):123-126.
[31] 王毅红，刘奇佶，仲继清，等.机制生土砖砌体变形模量及泊松比试验研究[J].建筑结构，2016,46(12):67-72.
Experimental study on compression mechanical properties of traditional Tibetan rubble masonry
Abstract: In order to fully understand the deformation form and failure mechanism of Tibetan rubble masonry under vertical load combined with the masonry technology and structural characteristics of Tibetan rubble building, two groups of typical rubble prism specimens were tested under axial compression. The deformation, crack development and failure characteristics of specimens were analyzed, and the basic mechanical parameters such as compressive strength and compressive stress-strain curves were obtained. The results show that the overall mechanical properties of Tibetan rubble masonry are poor, and the deformation and damage have stage characteristics, and the stress-strain curves are obviously nonlinear and zigzag. Gravel joint masonry technology can improve the bearing capacity and reduce the deformation of specimens. Finally, a unified fractional expression was proposed to express the constitutive relation of the ascending section of the compressive stress-strain curve, which can well express the ascending section of the compressive stress-strain curves of rubble masonry in similar literatures.
Keywords: rubble masonry; compressive strength; failure mechanism; constitutive relation
453
0
0