| 1. | Standard practice for preparation and use of direct tension stress - corrosion test specimens
直接拉伸应力腐蚀试样的制备和使用 |
| 2. | The change of microstructure of intramuscular connective tissue in response to the tension stress during limb lengthening
肢体延长中张应力对肌间结缔组织显微结构的影响 |
| 3. | The maximal tension stresses in surface and base between induced crack have been obtained by parametric analysis
通过结构参数分析掌握了预切缝间面层、基层中最大拉应力的分布规律。 |
| 4. | Tension stress and strain relation along the z direction is researched about single copper pole near the zero temperature . the elastic modulus is computed
研究了纳米单晶铜杆在接近绝对零度下的拉伸下的应力应变曲线，并计算了杨氏模量。 |
| 5. | Based on the direct tension test , the characteristics of tension stress - strain full curves of steel fiber reinforced self - stressing concrete were investigated
摘要通过直接拉伸试验研究了不同自应力等级下的钢纤维自应力混凝土的受拉应力应变全曲线特征。 |
| 6. | Meanwhile , it is found that the mid - board stress is appropriate with overall compression yet partially with small tension stress through analyzing the results of the completed construction
结果分析表明,施工完成后,中墙受力较为合理,表现为整体受压,只有局部有很小的拉应力存在。 |
| 7. | The authors provides a new method named limitation coefficient of tension stress method , which can calculate the quantity of prestressed tendons , taking the prestressing secondary moment into account
本文提出了计算预应力筋数量的“拉应力限制系数法”这一概念，并由之推导了考虑预应力次弯矩的计算公式。 |
| 8. | Then , taking the maximal tension stress in surface and base and the stress intensity factor at the top of the induced crack as restraining indexes , method to determine the reasonable induced spacing has been determined
然后以预切缝上端应力强度因子、面层与基层内的最大拉应力为约束指标建立了合理预切缝间距的确定方法。 |
| 9. | The influence of relative cover c / d on corrosion failure model and maximal principal tension stress , the position of rebar located , corrosion of adjacent rebar induced additional stress are considered in this model
模型中考虑相对保护层厚c d对锈胀破坏形态和钢筋周围混凝土最大主拉应力的影响，并且考虑了钢筋位置不同以及相邻钢筋锈蚀产生附加应力的影响。 |
| 10. | The physical damage models of carbon fibers are established , which are matrix shrink stress damage model , thermal tension stress damage model , thermal bend stress damage model and thermal shear stress damage model
由此建立了碳纤维的四种热应力物理损伤模型，即基体体积收缩应力损伤模型、热应力拉伸损伤破坏模型、热应力弯折损伤破坏模型和热应力剪切损伤破坏模型。 |
