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Home > chinese-english > "粘结应力" in English

English translation for "粘结应力"

bond stress

Related Translations:
粘结桥:  adhering bridgebonded bridge
粘结胶泥:  bonding cementbonding putty
粘结法:  bonding processmull technique
血小板粘结:  platelet stickness
热粘结:  thermal caking
粘结薄膜:  bonded diaphragm
表面粘结:  surface bonding
气压粘结:  pressure bonding
粘结水:  adhesive water
玻璃粘结:  glassy bond
Example Sentences:
1.Finite element of dynamical bond stress of insert rebar under explosive loads
爆炸荷载作用下植筋粘结应力有限元分析
2.So , the bond stress and slip of src eccentric loading columns must be accurately measured and studied further
因此有必要通过准确量测构件内部的粘结应力和滑移,进一步对偏压柱的粘结滑移性能进行研究。
3.It is indicated in the test that the influence of loading to strain in the grout was about in the range of 5 ~ 6m , and very weak beyond 4m . the distributions of strain and bond stress in the grout are attenuated in the minus exponential rule
试验结果表明,加载对锚固段内的应变影响范围大致在5 6m左右, 4m以外很微弱;锚固段注浆体内的应变与粘结应力分布按照负指数规律衰减。
4.In the end , according to achievements from home and foreign countries in related research and those gained in the on - site test , two design methods for compression dispersion - type anchor are provided in this paper , the first one is experiential des
最后,综合国内外的相关研究成果以及现场试验成果和理论计算结果,提出了压力分散型锚索的经验设计方法和基于峰值粘结应力的设计计算方法。
5.( 2 ) from the equilibrium conditions of the isolated segment from a beam - column sub - assemblage , it is clarified for the first time that the bond stress along the beam rebars passing through the joint transfers into the column end to balance shear at this column end at the same ratio as that of the compression force in the compressed concrete at beam ends
通过对梁柱组合体柱脱离体的平衡条件,首次明确了贯穿节点梁筋粘结应力和梁端受压混凝土的压力以相同的比例传入柱端以平衡柱端剪力,从而对节点区的传力机理重庆大学博士学位论文结出了完整的和具有说服力的解释。
6.Through direct pullout test , we examine the effect of the water to cement ratio , contend of steel fiber and silica fume on the bond behavior ; compare the bond behavior of two types of cfrp bars with difference surface treatment ( r1 bars and g1 bars ) , and reprocess the one of inferior bond strength ; investigate the bond stress distribution along the bond length of cfrp bars , and assess the adequacy of some exist analytical models of bond - slip behavior to reproduce the experimental bond behavior
本文主要通过直接拉拔试验,考察水胶比、钢纤维掺量、硅灰掺量以及cfrp筋的表面处理类型等材料参数对粘结性能的影响,并对粘结效果较差的cfrp筋研究了表面处理方法,以提高cfrp筋与rpc的粘结性能;通过在cfrp筋表面粘贴应变片,测定了粘结应力沿cfrp筋埋长的分布情况,并对现有的粘结滑移本构模型与试验结果的拟合效果进行了比较。
7.According to the force balance equations , the values and distributions of bond stress between steel shape flange and concrete in eccentric loading columns were established by statistically regression with experiment data . and the influence of the factors such as relative eccentricity e0 / h , the slenderness ratio l0 / h on the bond - slip properties was analyzed
利用力的平衡方程,通过对试验数据统计回归,得到了偏压柱型钢两侧翼缘与混凝土的粘结应力的大小及分布规律,并分析了偏压柱长细比、偏心距对其的影响。
8.This paper analyzed the mechanism of bond between the steel shape and concrete in the src ( steel reinforced concrete ) structures . by a series of src push - out tests , both the bond strength and the relations between the bond stresses and slip , which was usually called bond - slip constitutive relations , were analyzed and studied to solve the problem on bond - anchoring design and the problem on numerical simulation of the bond - slip in fem ( finite element method ) analysis of src structures
本文分析探讨了型钢混凝土中型钢与混凝土之间的粘结滑移机理,并通过型钢混凝土推出试验( push - outtest )研究了型钢混凝土粘结强度、粘结应力-滑移相互关系(粘结滑移本构关系) ,以解决型钢混凝土结构中的粘结锚固问题和有限元分析中的粘结滑移模拟问题。
9.With the distributions of bond stress and local slip , all specimens " bond - slip curves were simulated . and the calculating formula of characteristic slip and bond strength was conducted by mathematically disposal and statistically regression of bond - slip curves ; by revising the shape of bond - slip curves through " merge to one " , the model of bond - slip relation was confirmed and then a detailed definition on the model was conducted using position functions
结合粘结应力和局部滑移的分布规律,拟合出了各试件的粘结滑移曲线,然后对曲线进行一定的数学处理,经过统计回归后得到了特征滑移值和特征粘结强度的计算公式;对粘结滑移曲线形状经过“归一化”的数学处理进行修正,确定了基本的粘结滑移的本构关系式,并引入了一个位置函数对粘结滑移的本构关系进行了更为细致的描述。
10.In all these 20 specimens , the embedded electronic steel - concrete slip transfer were respectively embedded on the steel shape webs and inside and outside of the flanges at certain intervals along the embedment length to measure the distributions of the interior slip , and the electronic strain gauges were also installed on the shallow grooves of each steel shape web and flanges at close intervals along the length to measure the distributions of the steel shape web and flanges strain , from which the distributions of bond stress were obtained . with these methods of measuring the distributions of slip and bond stresses , the establishment of the bond - slip constitutive relations were ensured
用力的平衡方程,得到推出试验中型钢混凝土粘结应力的大小及其分布规律;根据钢一混凝土电子滑移传感器的滑移量测结果,分析了沿型钢埋置长度的内部滑移分布规律,并对试验量测的特征滑移值进行了统计回归;根据粘结应力和内部滑移测量结果,得出沿型钢埋置长度方向上各截面的局部粘结应力一滑移关系曲线,建立了局部粘结滑移本构模型叹x )一s仁, , … , c , … c 。
Similar Words:
"粘结性土壤" English translation, "粘结性指数" English translation, "粘结压力" English translation, "粘结研究" English translation, "粘结岩" English translation, "粘结增强处理" English translation, "粘结粘土" English translation, "粘结值" English translation, "粘结指数" English translation, "粘结制品" English translation