加固解耦砌体填充墙:循环荷载作用下面外性能试验研究

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Sajad Karimi, Mohammad Reza Mirjalili
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引用次数: 0

摘要

解耦砌体填充墙已经成为一种有效的策略,可以缓解与传统相互作用填充相关的几个结构问题,包括面内损伤,可能导致过早的面外破坏,以及可能引起结构不规则和短柱效应。然而,这种解耦也放大了填料的面外弯矩,使它们更加脆弱。本研究探讨了各种强化技术来提高其面外阻力。对13对水平孔粘土砌块填充墙试件进行了面外循环加载,对其强度、位移、延性、能量耗散和刚度退化进行了评估。研究了不同加固技术的效果,包括抹灰、改善床缝砂浆附着力、聚丙烯(PP)纤维增强灰泥、玻璃纤维增强聚合物(GFRP)网的广泛和条形配置、焊接钢丝网和镀锌钢丝网。结果表明,未抹灰墙体面外阻力不足,需采取加固措施。水泥砂抹灰可显著提高墙体强度,适用于地震和风荷载适中的地区。焊接钢丝网和广泛使用的玻璃钢网成为高强度和极端地震和风力条件下的有效加固选择,而带状玻璃钢网需要谨慎应用。虽然鸡丝网的应用可以提高抗弯强度,但其固有的脆性,表现为较低的延性和耗能能力,使其不适用于中高地震活动地区。粘结砌体砂浆的使用虽然提高了粘结强度,但也有类似的局限性。这些发现为解耦砌体填充墙的设计和改造提供了有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strengthened decoupled masonry infill walls: An experimental study on out-of-plane performance under cyclic loads
Decoupling masonry infill walls has emerged as an effective strategy to mitigate several structural issues associated with traditional interacting infills, including in-plane damage, which can lead to premature out-of-plane failure, and the potential for inducing structural irregularities and short-column effects. However, this decoupling also amplifies out-of-plane bending moments in the infills, rendering them more vulnerable. Various strengthening techniques were investigated in this study to enhance their out-of-plane resistance. 13 pairs of specimens of horizontally perforated clay block infill walls were subjected to cyclic out-of-plane loading to assess strength, displacement, ductility, energy dissipation, and stiffness degradation. The effects of different strengthening techniques, including plastering, improvement of bed joint mortar adhesion, polypropylene (PP) fiber-reinforced plaster, glass fiber reinforced polymer (GFRP) mesh in widespread and strip configurations, welded wire mesh, and galvanized steel chicken wire mesh, were studied. Results indicate that unplastered walls exhibit inadequate out-of-plane resistance, necessitating strengthening measures. Cement-sand plaster significantly improves wall strength, suitable for regions with moderate seismic and wind loads. Welded wire mesh and widespread GFRP mesh emerged as effective strengthening options for high and extreme seismic and wind conditions, while strip GFRP mesh requires cautious application. Although the application of chicken wire mesh can enhance flexural strength, its inherent brittleness, as evidenced by its low ductility and energy dissipation capacity, renders it unsuitable for regions susceptible to moderate to high seismic activity. The use of adhesive masonry mortar, while improving bond strength, suffers from similar limitations. These findings offer valuable insights for the design and retrofitting of decoupled masonry infill walls.
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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