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Mechanical properties of ployester ploymer concrete under compressive and flexural loads

机译：压缩和弯曲载荷下聚酯纤维混凝土的力学性能

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ได้รับทุนอุดหนุนการวิจัยจากมหาวิทยาลัยเทคโนโลยีสุรนารี

机译：获得Suranaree工业大学的研究资助

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สิทธิชัย แสงอาทิตย์;
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1. DYNAMIC FLEXURAL MECHANICAL PROPERTIES AND MECHANISM STUDYOF CONCRETE BEAM SPECIMENS UNDER DIFFERENT LOADING RATES [J] . Pan F., Dang F. N., Ma Z. Y., Journal of investigative medicine . 2015,第8Suppla期

机译：不同装载率下混凝土梁标本的动态弯曲力学性能及机理研究
2. Rate effect on mechanical properties of hydraulic concrete flexural-tensile specimens under low loading rates using acoustic emission technique [J] . Su H., Hu J., Tong J., Ultrasonics . 2012,第7期

机译：低声速下声发射技术对水工混凝土抗弯试样力学性能的速率影响
3. Research on the influence of contact surface constraint on mechanical properties of rock-concrete composite specimens under compressive loads [J] . Baoyun ZHAO, Yang LIU, Dongyan LIU, Frontiers of structural and civil engineering . 2020,第2期

机译：抗压载荷下岩石混凝土复合试样对机械性能影响的研究
4. Numerical Simulation Analysis of Mechanical Properties of Square Steel Tubular High-strength Concrete Inner Set CFRP Round Pipe Flexural Members under Reciprocating Loads [C] . Debin Ren, Shuang Li, Simeng Chang, International Conference on Civil Engineering, Architecture and Building Materials . 2014

机译：往复载荷下方钢管高强度混凝土内部CFRP圆管弯曲构件力学性能的数值模拟分析
5. Effect of Massage-Like Compressive Loading on Muscle Mechanical Properties [D] . Haas, Caroline Marie Burrell 2012

机译：像按摩一样的压缩负荷对肌肉力学性能的影响
6. Mesoscale Modelling of Concretes Subjected to Triaxial Loadings: Mechanical Properties and Fracture Behaviour [O] . Qingqing Chen, Yuhang Zhang, Tingting Zhao, 2021

机译：经过三轴载荷的混凝土的Messcale建模：机械性能和骨折行为
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。

Mechanical properties of ployester ploymer concrete under compressive and flexural loads

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