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An Analytical Study on Interactions of Artificial Cracks and Holes Contributing to Increases in the Shear Strengths of RC Beams

机译：人工裂缝与孔的相互作用的分析研究增加了RC梁剪切强度的增加

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Yuta Yamada;
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年度 2019
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1. An Analytical Study on Interactions of Artificial Cracks and Holes Contributing to Increases in the Shear Strengths of RC Beams [J] . Yuta Yamada Journal of advanced concrete technology . 2019,第10期

机译：人工裂缝与孔洞相互作用对RC梁抗剪强度提高的分析研究
2. Experimental and analytical study of strengthening schemes for shear deficient RC deep beams [J] . Albidah Abdulrahman, Abadel Aref, Abbas Husain, Construction and Building Materials . 2019,第AUGa20期

机译：剪力不足RC深梁加固方案的试验与分析研究
3. Experimental and analytical study of strengthening schemes for shear deficient RC deep beams [J] . Albidah Abdulrahman, Abadel Aref, Abbas Husain, Construction and Building Materials . 2019,第Auga20期

机译：剪切缺陷RC深梁强化方案的实验分析研究
4. RELATION BETWEEN SHEAR CRACK WIDTH AND SHEAR DRIFT COMPONENT IN RC BEAMS WITH HIGH STRENGTH TRANSVERSE REINFORCEMENT [C] . Ricky RINALDI, Taku OBARA, Susumu KONO, 日本建築学会;日本建築学会大会 . -1

机译：高强横向加固钢筋混凝土梁的抗剪裂缝宽度与抗剪力分量的关系
5. Experimental and analytical study of corroded RC beams repaired with externally bonded CFRP shear and flexural reinforcement. [D] . Pong, Simon. 2001

机译：CFRP剪力与抗弯加固修复的锈蚀RC梁的试验与分析研究。
6. Experimental and Analytical Investigations of the Use of Groove-Epoxy Anchorage System for Shear Strengthening of RC Beams Using CFRP Laminates [O] . Khalid Mohamed, Jamal A. Abdalla, Rami A. Hawileh 2020

机译：使用CFRP层压板剪切强化剪切强化沟槽环氧锚固系统的实验和分析研究
7. RC beams shear-strengthened with FRP : shear resistance contributed by FRP [O] . Chen, GM, Teng, JG, Chen, JF 2010

机译：FRP抗剪加固的RC梁：FRP有助于抗剪
8. Quantitative determination of the effects of yield strength, mode mixity, and211 crack length on crack face interactions during shear loading. An experimental and 211 analytical investigation of the effect of fracture surface interference in shear. 211 Fi [R] . Gross, T. S., Mendelsohn, D. A. 1997

机译：定量测定屈服强度，模式混合度和211裂纹长度对剪切载荷下裂纹面相互作用的影响。剪切破坏表面干扰影响的实验和211分析研究。 211 Fi

An Analytical Study on Interactions of Artificial Cracks and Holes Contributing to Increases in the Shear Strengths of RC Beams

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