• It is shown that the change of loading strain path will affect the forming limit curve.

    试验结果表明加载应变路径变化影响成形极限曲线高低。

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  • While FLSD, which is stress-based and independent of strain path, has become the hotspot in this field.

    以极限应力构成成形极限应力图FLSD由于不依赖加载应变路径成为目前研究的热点。

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  • The relationship between principal stresses in the plane strain state is the stress-strain relationship of soil with a certain strain path.

    平面应变条件下土体应力之间关系实质特定应变路径条件下土的应力–应变关系,一个重要力学特性。

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  • Strain-based FLD is strongly affected by the strain path and has brought much inconvenience to the study of forming limit under complex strain paths.

    极限应变构成FLD应变路径影响很大,在研究复杂应变路径的成形极限问题时带来极大不便。

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  • Some foreign scholars developed the concept of Forming Limit Stress Diagram (FLSD) on the basis of FLD. FLSD is considered as strain path independent.

    一些国外学者板料成形极限基础上提出了板料应力成形极限图(FLSD)概念,并认为板料应力成形极限图具有与路径无关的特点。

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  • The strain path theory is different from the plastic flow theory since it gives a nonlinear relation between stress deviation increment and strain deviation increment.

    应变路径理论与传统增量理论不同之处在于其应力增量偏应变增量之间非线性关系。

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  • The result shows that FLSD is independent of strain path, and that the FLSD under different strain paths are almost the same curve according to the same instability theory.

    结果表明,成形极限应力图不受应变路径影响,对于同一失稳准则,不同加载应变路径几乎为同一条曲线

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  • The nosecone carried a video camera and avionics to record the rocket’s flight path and other information; the aft end, temperature and strain sensors.

    头部载有记录火箭飞行路径其他资料的摄录机和电子设备;尾部温度应变传感器。

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  • A path independent of the J-integral and the stress, strain on the crack tip are discussed.

    讨论J积分路径无关应力应变奇异性。

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  • According to the realistic stress path of deep excavation, normal triaxial apparatus of strain control was transformed and triaxial test conforming to deep excavation characteristic was designed.

    针对基坑开挖卸荷实际应力状态,通过常规应变控制式三仪的改造,设计符合基坑开挖特点的三轴试验方法。

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  • At the same time, the effect of stress path circumgyration on shear modulus decreases gradually along with the increase of shear strain.

    同时应力路径旋转模量影响随着剪切应变增加逐渐衰减。

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  • Suggest the nonlinear elastic Constilutive model taking into the account of strain-softening, shear dilatancy(shrinkage)properties and stress path.

    提出考虑土的应变软化(剪应力路径影响非线性弹性模型

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  • The method to ascertain the damage point of process harden type stress-strain curve was shown, and the calculate expression of shear strength used by stress path under random consolidation degree.

    并且给出切线模量相关标准确定加工硬化应力——应变关系曲线破坏方法,提供了利用任意固结的应力路径求解不排水强度计算

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  • Analyzing the test results, the Duncan-Chang model can basically reflect the coarse grained soil's stress-strain relationship under the stress path of dam.

    非饱和砾质心墙料做一组等应力比和等应力增量比为常数试验,发现邓肯-张模型基本反映应力路径的应力应变关系

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  • According to the dynamic triaxial test of sand, there is a steady state at the last phase of the development of strain and stress path.

    根据实验数据,砂土应力路径最终达到一个稳定阶段

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  • The constitutive model is developed to have a stress path-independent work-hardening parameter based on the modified plastic strain energy concept.

    有限元解析中所采用的砂土本构模型修正塑性应变能量为硬软化基本参量,它可以较为精确地模拟砂土的应力路径效果。

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  • It is of vital importance to study the mechanical response of sand in strain-path controlled tests during which the ratio of lateral to axial strain increments is kept constant.

    研究砂土沿着应变增量(侧向应变增量应变增量比值)为常数的路径加载时力学响应具有十分重要意义

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  • The direction of plastic strain increment is nearly independent of the stress path. The shape of yield sur- face on hardening e

    塑性应变增量方向应力路径没有很大关系,以等塑性体应变为硬化参数屈服形状也是椭园。

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  • The direction of plastic strain increment is nearly independent of the stress path. The shape of yield sur - face on...

    塑性应变增量方向应力路径没有很大关系,以等塑性体应变为硬化参数屈服形状也是椭园。

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  • The direction of plastic strain increment is nearly independent of the stress path. The shape of yield sur - face on...

    塑性应变增量方向应力路径没有很大关系,以等塑性体应变为硬化参数屈服形状也是椭园。

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