钢纤维自应力混凝土是一种新型纤维增强复合材料。
Steel fiber reinforced self-stressing concrete is a new type of fiber reinforced composite.
纤维增强塑料与混凝土复合的拱结构涉及建筑构件。
The utility model discloses an arch structure of composite fiber reinforced plastic and concrete. The utility model relates to a building component.
为考核纤维增强攻坚战斗部在混凝土中的爆炸毁伤效应，对裸装药、复合材料壳体、钢壳体装药在混凝土靶中的爆炸破坏效应进行了对比试验研究。
Experimental investigation on the blast effect of naked explosive, explosive charge covered with composite material shell as well as with steel shell in the concrete target is described.
条件下测定了6种不同配比复合纤维增强阻尼混凝土的损耗因子与储存模量，最后对纤维的阻尼增强机理进行了初步探讨。
Thirdly, the loss tangent and storage modulus for fiber reinforced concretes of 6 different ratios were measured in the range of.
对开展纤维复合材料在水泥混凝土增强修补等领域内的研究和应用具有重要意义。
The result shows that this reinforced system is very effective and greater maximus compressive strength can be reoched with more lagers of the composite wraps.
本发明属于新材料结构领域，具体涉及一种纤维增强复合材料型材与混凝土的连接结构。
The invention belongs to the field of new material structures, and particularly relates to a connection structure of fiber reinforced composite section bars and concrete.
纤维增强复合材料FRP和活性粉末混凝土RPC在土木工程领域中的研究与应用得到了飞速发展。
The study and application of FRP and RPC in civil engineering greatly increase at the present time.
试验结果表明，钢丝网复合砂浆薄层可以明显地提高钢筋混凝土梁的抗弯承载力，提高抗裂性能，增强构件的抗弯刚度。
The results showed that ferrocement can obviously increase the load bearing capacity and crack resisting capacity, and improve the bending stiffness of beam.
然而，国内外现有的资料大部分是关于纤维增强复合材料约束混凝土圆柱体性能研究，对于纤维增强复合材料约束混凝土棱柱体受力性能研究相对较少。
However, most information available in our country is on the study of FRP confining concrete cylinder properties, little information on the properties of FRP confining concrete prism is available.
试验结果表明，钢丝网复合砂浆薄层可以明显地提高钢筋混凝土梁的抗弯承载力，提高抗裂性能，增强构件的抗弯刚度。
The test results confirm that ferrocement contributes greatly to the increase of flexural resistance capacity, raises crack-resisting capacity and improves the bending stiffness of RC beams.
试验结果表明，钢丝网复合砂浆薄层可以明显地提高钢筋混凝土梁的抗弯承载力，提高抗裂性能，增强构件的抗弯刚度。
The test results confirm that ferrocement contributes greatly to the increase of flexural resistance capacity, raises crack-resisting capacity and improves the bending stiffness of RC beams.
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