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| 1 | Elastic catenary cable element considering frictional slip effect显示文摘Conventional analysis methods of cable structures do not consider sliding of cables inside the joint,which may lead to inaccuracy of the theoretical behavior of the structure.In order to develop an effective method for cable sliding,a two-node cable element based on the analytical solution for an elastic catenary was studied.The cable sliding stiffness and the effect of friction were investigated.To validate the proposed numerical method,analyses of two examples given in the literature were conducted.The results demonstrated that the method given in this paper is accurate and effective,and can take into account cable sliding in cable structures.In addition,it was shown that the effect of cable sliding on the behavior of cable structures is significant.It was also shown that the friction at the support hampers the flow of the cable force,leading to unequal cable tensions on both sides of the support. | CAI JianGuo LIM James FENG Jian XU YiXiang WANG Kai | 2012 | Science China(Technological Sciences)2012，55，6： | 10 |
| 2 | Effects of temperature change on elastic behavior of steel beams with semi-rigid connections显示文摘Based on the nonlinear displacement-strain relationship,the virtual work principle method was used to establish the nonlinear equilibrium equations of steel beams with semi-rigid connections under vertical uniform loads and temperature change.Considering the non-uniform temperature distribution across the thickness of beams,the formulas for stresses and vertical displacements were presented.On the basis of a flowchart for analysis of the numerical example,the effect of temperature change on the elastic behavior of steel beams was investigated.It is found that the maximal stress is mainly influenced by axial temperature change,and the maximal vertical displacement is principally affected by temperature gradients.And the effect of temperature gradients on the maximal vertical displacement decreases with the increase of rotational stiffness of joints.Both the maximal stress and vertical displacement decrease with the increase of rotational stiffness of joints.It can be concluded that the effects of temperature changes and rotational stiffness of joints on the elastic behavior of steel beams are significant.However,the influence of rotational stiffness becomes smaller when the rotational stiffness is larger. | 蔡建国 冯健 韩运龙 | 2010 | Journal of Central South University2010，17，4： | 2 |
| 3 | 集中荷载作用下弹性支撑浅拱屈曲特性求解显示文摘为了找到一种针对任意荷载作用下任意拱轴线弹性支撑拱的非线性稳定性研究方法,对集中荷载作用下任意轴线两端竖向弹性支撑浅拱的面内屈曲特性开展研究,推导了量纲一化的非线性平衡方程,并通过算例分析了屈曲路径和临界荷载的分布特点,并将其结果与有限元解进行了对比验证。推导过程中采用具有相同弹性支撑梁的屈曲模态作为形函数,不截断地展开拱轴线、外部荷载和结构位移,得到基本平衡状态以及极值点屈曲、分岔屈曲的平衡方程;建立了外荷载、结构位移与结构内力之间的对应关系,进而得到2种屈曲形式的平衡路径和临界荷载;分析了弹性刚度参数对2种屈曲条件下平衡路径与极限荷载分布规律的影响。研究结果表明:采用给出的方法计算的结果与有限元解吻合良好,可以追踪结构发生屈曲的全过程;极值点屈曲和分岔屈曲同时存在,当弹性支撑参数由对称变为不对称时,极值点屈曲路径在特定位置分成基本路径和独立的分离路径,某些位置的分岔屈曲路径变成极值点屈曲路径,并伴随相应临界荷载点的出现和消失;临界荷载仅在量纲一的弹性约束参数较小时随之发生变化,当约束刚度增至一定程度时临界荷载不再随约束刚度的变化而改变。推导的集中荷载下任意拱轴线形竖向弹性支撑浅拱面内屈曲求解公式,可为最终实现任意荷载下任意轴线弹性支撑拱非线性稳定性的解析求解提供参考。 | 潘权 易壮鹏 曾有艺 颜东煌 | 2017 | 长安大学学报(自然科学版)2017，37，4： | 2 |
| 4 | 温度作用下钢柱屈曲性能分析显示文摘为了讨论两端简支钢柱在温度荷载作用下的弹性稳定性,考虑了温度沿钢柱截面非均匀分布的影响,基于构件的非线性位移应变关系,利用能量原理推导了钢柱的非线性平衡方程及屈曲方程,给出了计算临界屈曲温度荷载的方法.由分析结果可知,温度变化对钢柱的稳定性影响很大,当钢柱长细比较大时,即使温度变化值较小也能引起钢柱的屈曲;当钢柱温度变化沿截面均匀分布时,利用提出方法所求得的临界屈曲温度荷载与经典欧拉方法一致;当柱截面平均温度变化为零时,沿截面的不均匀温度分布不会引起钢柱的屈曲.温度沿截面的不均匀分布对于钢柱的稳定性是有利的,而且随着构件长细比的增大,沿截面温度不均匀分布对钢柱稳定性的有利作用增强.有限元验证结果说明所提出的方法可用于温度作用下钢柱屈曲性能的分析. | 施明征 王方 冯飞 冯健 张晋 | 2012 | 沈阳工业大学学报2012，34，6： | 1 |
| 5 | Analysis of in-plane 1:1:1 internal resonance of a double cable-stayed shallow arch model with cables’ external excitations显示文摘The nonlinear dynamic behaviors of a double cable-stayed shallow arch model are investigated under the one-to-one-to-one internal resonance among the lowest modes of cables and the shallow arch and external primary resonance of cables. The in-plane governing equations of the system are obtained when the harmonic excitation is applied to cables. The excitation mechanism due to the angle-variation of cable tension during motion is newly introduced. Galerkin’s method and the multi-scale method are used to obtain ordinary differential equations (ODEs) of the system and their modulation equations, respectively. Frequency- and force-response curves are used to explore dynamic behaviors of the system when harmonic excitations are symmetrically and asymmetrically applied to cables. More importantly, comparisons of frequency-response curves of the system obtained by two types of trial functions, namely, a common sine function and an exact piecewise function, of the shallow arch in Galerkin’s integration are conducted. The analysis shows that the two results have a slight difference;however, they both have sufficient accuracy to solve the proposed dynamic system. | Yunyue CONG Houjun KANG Tieding GUO | 2019 | Applied Mathematics and Mechanics(English Edition)2019，40，7： | 1 |
| 6 | 温度变化对钢梁受力性能的影响显示文摘基于构件的非线性位移应变关系,利用能量原理推导了钢梁在温度荷载和均布荷载共同作用下平衡方程以及钢梁应力和竖向位移的计算公式,并对一工字形截面钢梁力学性能受温度变化的影响进行了分析,由分析结果可知:温度变化对钢梁的力学性能影响较大。 | 涂展麒 蔡建国 冯健 | 2011 | 山西建筑2011，37，17： | 1 |
| 7 | Elastic stability of shallow pin-ended parabolic arches subjected to step loads显示文摘Buckling could be induced when shallow arches were subjected to vertical step loads. In-plane static and dynamic buckling of shallow pin-ended parabolic arches with a horizontal cable was investigated. Based on the equations of motion derived from Hamilton's principle, nonlinear equilibrium equations and static buckling equilibrium equations were deduced. Through the pseudo-static analysis, approximate solutions to the lower and upper dynamic buckling loads under step loads were obtained, for shallow parabolic arches. The results show that dynamic buckling and snap-through buckling are impossible when modified slenderness ratio λ<λc and λ>λs, where λc and λs denote critical slenderness ratios of bucking and snap-through buckling, respectively; effects of the stiffness of the horizontal cable on the dynamic buckling are significant; and the dynamic buckling loads under a equivalent central concentrated step load are lower than the loads under a distributed load appreciably. | 陈耀 冯健 | 2010 | Journal of Central South University2010，17，1： | 0 |
| 8 | 四肢桁式钢管混凝土悬链线拱面内稳定性显示文摘为研究四肢桁式钢管混凝土(CFST)悬链线拱面内稳定性,采用有限元法开展桁式CFST悬链线拱在轴压或压弯作用下的面内弹塑性屈曲分析。基于试验数据与数值模拟验证模型参数,探讨平面内屈曲破坏模式,揭示屈曲机理;引入全拱和弦杆的归一化长细比,考虑弦杆屈曲影响的交互因数,得到轴压作用下的统一屈曲曲线;提出压弯作用下面内稳定承载力的交互作用方程。结果表明:斜腹管屈曲大幅降低稳定承载力;桁式CFST悬链线拱在屈曲破坏过程中总是存在弦杆变形,弦杆变形对稳定性的影响不可忽视;屈曲曲线可用于轴压桁式悬链线拱,交互方程可为一般荷载作用下的桁式悬链线拱提供较好的下限预测。该结果对四肢桁式CFST悬链线拱的面内稳定性设计具有指导意义。 | 计静 罗干 姜良芹 滕振超 杜伟强 | 2023 | 东北石油大学学报2023，47，3： | 0 |
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