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Influence of vertical compressive stress on shear resistance of concrete block masonry walls

机译：垂直压缩应力对混凝土砌块砌坯剪切电阻的影响

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Kyle Woodward; Frank Rankin;
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年度 1984
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1. Resistance functions for blast fragility quantification of reinforced concrete block masonry shear walls [J] . Salem Shady, Ezzeldin Mohamed, Tait Michael, Engineering Structures . 2021,第Apra15期

机译：钢筋混凝土砌块砌坯砌坯爆破脆性量化的电阻函数
2. Stress-Strain Behavior of C-Shaped Confined Concrete Masonry Boundary Elements of Reinforced Masonry Shear Walls [J] . Obaidat Ala T., Ashour Ahmed, Galal Khaled Journal of structural engineering . 2018,第8期

机译：钢筋混凝土剪力墙C形承压混凝土砌块边界元的应力应变行为
3. Influence of blocks and grout on compressive strength and stiffness of concrete masonry prisms [J] . Guedes Martins Roseli Oliveira, Nalon Gustavo Henrique, Silva SantAna Alvarenga Rita de Cassia, Construction and Building Materials . 2018,第SEPa10期

机译：砌块和水泥浆对混凝土砌体棱镜抗压强度和刚度的影响
4. Finite Element Analysis of Vertical Stress's Effect on Seismic Performance of Autoclaved Aerated Concrete Block Masonry Walls [C] . Huige Wu, Jun Zhao, Jie Gu International Conference on Technology of Architecture and Structure . 2012

机译：垂直应力对高压灭菌混凝土砌块砌体砌体抗震性能影响的有限元分析
5. Effect of block face shell geometry and grouting on the compressive strength of concrete block masonry. [D] . Duncan, Laura J. 2008

机译：砌块面壳的几何形状和灌浆对混凝土砌块砌体抗压强度的影响。
6. The Utilization of Recycled Masonry Aggregate and Recycled EPS for Concrete Blocks for Mortarless Masonry [O] . Tereza Pavlu, Kristina Fortova, Jakub Divis, 2019

机译：再生砖石集料和再生EPS在无砂浆砌块混凝土砌块中的应用
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Influence of Vertical Compressive Stress on Shear Resistance of Concrete Block Masonry Walls [R] . Woodward, K. , Rankin, F. 1984

机译：竖向压应力对混凝土砌块砌体墙体抗剪强度的影响

Influence of vertical compressive stress on shear resistance of concrete block masonry walls

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