CN112989515B - Prediction method for space envelope metal flow and high-rib growth of thin-wall multilayer high-rib component - Google Patents
Prediction method for space envelope metal flow and high-rib growth of thin-wall multilayer high-rib component Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及薄壁多层高筋构件成形制造领域,更具体地说,涉及一种薄壁多层高筋构件空间包络金属流动与高筋生长预测方法。The invention relates to the field of forming and manufacturing of thin-walled and multi-layered high-rib components, in particular to a method for predicting the spatial enveloping metal flow and high-rib growth of thin-walled and multi-layered high-rib components.
背景技术Background technique
薄壁多层高筋构件是一类具有薄底板和多层高筋结构的典型结构件,在航空航天、武器装备、精密机床等领域应用十分广泛。由于薄壁多层高筋构件几何形状复杂,其传统制造方法为切削加工。然而切削加工的制造效率低,材料利用率低,并且无法形成连续金属流线,因此采用切削加工难以实现薄壁多层高筋构件的高效优质制造。为了实现薄壁多层高筋构件高效优质制造,近年来有关学者提出采用空间包络成形工艺取代切削加工。然而,在空间包络成形薄壁多层高筋构件过程中,复杂的构件几何形状和多自由度的模具空间包络运动导致金属流动十分复杂,多层高筋间的生长过程明显不同步,极易产生高筋填充不满、穿筋、流线紊乱等成形缺陷。为了避免产生上述成形缺陷,必须对薄壁多层高筋构件空间包络成形金属流动与高筋生长进行准确预测,从而为薄壁多层高筋构件空间包络成形工艺条件优化设计和模具结构优化设计提供依据。Thin-walled and multi-layered high-rib components are typical structural parts with thin bottom plates and multi-layer high-rib structures. They are widely used in aerospace, weaponry, precision machine tools and other fields. Due to the complex geometry of thin-walled and multi-layered high-rib components, the traditional manufacturing method is cutting. However, the manufacturing efficiency of cutting processing is low, the material utilization rate is low, and continuous metal streamlines cannot be formed. Therefore, it is difficult to achieve high-efficiency and high-quality manufacturing of thin-walled, multi-layered and high-rib components by cutting processing. In order to achieve high-efficiency and high-quality manufacturing of thin-walled, multi-layered and high-rib components, in recent years, some scholars have proposed the use of spatial enveloping forming technology instead of cutting. However, in the process of spatial envelope forming of thin-walled, multi-layered high-rib components, the complex geometry of the component and the multi-degree-of-freedom mold space envelope motion lead to very complex metal flow, and the growth process between the multi-layered high-ribs is obviously asynchronous. It is very easy to produce forming defects such as high rib filling, rib threading, and streamline disorder. In order to avoid the above-mentioned forming defects, it is necessary to accurately predict the metal flow and high-rib growth in the space enveloping forming of thin-walled multi-layer high-rib members, so as to optimize the design and mold structure for the spatial enveloping forming process conditions of thin-walled, multi-layer high-rib members. Provide the basis for optimal design.
发明内容SUMMARY OF THE INVENTION
本发明要解决的技术问题在于,提供一种薄壁多层高筋构件空间包络金属流动与高筋生长预测方法,能够准确预测薄壁多层高筋构件空间包络成形金属流动过程和多层高筋协同生长过程,为薄壁多层高筋构件空间包络成形工艺条件优化设计和模具结构优化设计提供依据,从而有效避免产生高筋填充不满、穿筋、流线紊乱等成形缺陷。The technical problem to be solved by the present invention is to provide a method for predicting the spatial enveloping metal flow and high rib growth of thin-walled, multi-layer high-rib components, which can accurately predict the metal flow process and multi-dimensional enveloping forming of thin-walled, multi-layer high-rib components. The synergistic growth process of the layers and high ribs provides a basis for the optimal design of the spatial envelope forming process conditions and the optimal design of the mold structure for thin-walled and multi-layered high-rib components, thereby effectively avoiding forming defects such as unsatisfactory high-rib filling, rib penetration, and streamline disorder.
本发明解决其技术问题所采用的技术方案是:构造一种薄壁多层高筋构件空间包络金属流动与高筋生长预测方法,包括以下步骤:The technical scheme adopted by the present invention to solve the technical problem is: constructing a thin-walled multi-layer high-rib component space-envelope metal flow and high-rib growth prediction method, which includes the following steps:
S1、将薄壁多层高筋构件分解成多个区,Ⅰ区为内层高筋以内的薄底板区,Ⅱ区为内层高筋区,Ⅲ区为内层高筋和外层高筋之间的薄底板区,Ⅳ区为外层高筋区;以汇流面为界限,将Ⅱ区分为ⅡA内层区和ⅡB外层区,以分流面为界限,将Ⅲ区分为ⅢA内环区和ⅢB外环区;S1. Decompose the thin-walled and multi-layered high-rib components into multiple zones. Zone I is the thin floor area within the inner high-rib, zone II is the inner high-rib zone, and zone III is the inner-layer high-rib and outer-layer high-rib zone. The thin floor area in between, and the area IV is the outer high-rib area; with the confluence surface as the boundary, the Ⅱ area is divided into the Ⅱ A inner layer area and the Ⅱ B outer layer area . Inner ring area and III B outer ring area;
S2、将ⅡB区抽象为转角挤压模型,采用变形功法推导ⅡB区与Ⅲ区界面上的水平挤压力qn,获得qn求解方程(1);同理,将Ⅳ区抽象为转角挤压模型,采用变形功法推导Ⅳ区与Ⅲ区界面上的水平挤压力qw,获得qw求解方程(2);S2. Abstract area II B as a corner extrusion model, use the deformation work method to deduce the horizontal extrusion force q n on the interface between area II B and area III, and obtain q n to solve equation (1); similarly, abstract area IV For the corner extrusion model, the horizontal extrusion force q w on the interface between zone IV and zone III is deduced by the deformation work method, and q w is obtained to solve equation (2);
其中H为包络成形任意瞬时的薄底板厚度,r2为内层高筋外表面半径,bw为外层高筋厚度,rp为包络成形任意瞬时Ⅱ区分流面半径,K为材料屈服强度,m为剪切摩擦系数;where H is the thickness of the thin bottom plate at any instant of enveloping forming, r 2 is the outer surface radius of the inner high rib, b w is the thickness of the outer high rib, r p is the flow surface radius of the II zone at any instant of enveloping forming, and K is the material yield strength, m is the shear friction coefficient;
S3、将Ⅲ区抽象为内圆柱面和外圆柱面承受径向约束载荷的圆环镦粗模型,内圆柱面径向约束载荷为步骤S2所求得qn,外圆柱面径向约束载荷为步骤S2所求得qw;采用主应力法对内环区ⅢA和外环区ⅢB进行径向应力分析,求得ⅢA区径向应力σr_n分布方程(3)和ⅢB区径向应力σr_w分布方程(4);S3. Abstract the zone III as a ring upsetting model where the inner cylindrical surface and the outer cylindrical surface bear the radial constraint load, the radial constraint load on the inner cylindrical surface is q n obtained in step S2, and the radial constraint load on the outer cylindrical surface is q w obtained in step S2; radial stress analysis is carried out on the inner ring zone III A and the outer ring zone III B by using the principal stress method, and the radial stress σ r_n distribution equation (3) of the III A zone and the diameter of the III B zone are obtained. The distribution equation (4) of the stress σ r_w ;
其中x为Ⅲ区任意位置到构件轴线的径向距离,r3为外层高筋内表面半径,rg为包络成形任意瞬时Ⅲ区分流面半径;where x is the radial distance from any position of zone III to the axis of the component, r 3 is the radius of the inner surface of the outer high rib, and r g is the radius of the flow surface of zone III at any instant of envelope forming;
S4、根据内层高筋汇流面两侧ⅡA区和ⅡB区中金属在包络成形任意瞬时必须保持高度相等的条件,建立分流面和汇流面关系方程(5);S4. According to the condition that the metal in areas II A and II B on both sides of the inner high-rib confluence surface must maintain the same height at any instant of envelope forming, establish the relationship equation (5) between the split surface and the confluence surface;
其中r1为内层高筋内表面半径;where r 1 is the radius of the inner surface of the inner high rib;
S5、根据分流面rg处左右两侧径向力大小相等的应力平衡条件,即同时满足步骤S4所建立的分流面和汇流面关系方程(5),求解薄壁多层高筋构件空间包络成形过程中薄底板厚度为H时分流面位置rg(H);S5. According to the stress balance condition that the radial forces on the left and right sides of the shunt surface r g are equal in magnitude, that is, At the same time, the relationship equation (5) of the split surface and the confluence surface established in step S4 is satisfied, and the position of the split surface r g (H) when the thickness of the thin bottom plate is H during the spatial envelope forming process of the thin-walled multi-layer high-rib member is solved;
S6、将步骤S5求得rg(H)带入方程(6),求得包络成形薄壁多层高筋构件内层高筋高度;将步骤S6求得rg带入方程(7),求得包络成形薄壁多层高筋构件外层高筋高度;S6. Bring r g (H) obtained in step S5 into equation (6), and obtain the height of the inner layer of the enveloping thin-walled multi-layer high-rib member; bring r g obtained in step S6 into equation (7) , to obtain the height of the outer layer of the enveloping forming thin-walled multi-layer high-rib member;
其中H0是坯料初始厚度,Ht为薄底板最终厚度。where H 0 is the initial thickness of the blank and H t is the final thickness of the thin base plate.
上述方案中,采用空间包络成形工艺制造薄壁多层高筋构件,其模具由包络凸模和凹模组成;薄壁多层高筋构件的薄底板底面和外层高筋外表面由凹模成形,其余型面由包络凸模成形,并且凹模必须位于下方,包络凸模位于上方;包络凸模为锥型模体,包络凸模绕自身轴线旋转的同时绕坯料轴线旋转,实现空间包络运动;凹模型腔由薄壁多层高筋构件的薄底板底面和外层高筋外表面决定,凹模沿轴向推动坯料向上运动;在凹模轴向运动和包络凸模空间包络运动作用下,坯料发生塑性变形,逐渐成形薄壁多层高筋构件。In the above scheme, the thin-walled multi-layer high-rib member is manufactured by the space enveloping forming process, and the mold is composed of an enveloping punch and a concave mold; The concave mold is formed, and the rest of the profile is formed by the enveloping punch, and the concave die must be located below, and the enveloping punch is located above; the envelope punch is a cone-shaped mold body, and the enveloping punch rotates around its own axis while wrapping around the blank. The axis rotates to realize the space enveloping motion; the cavity of the concave model is determined by the bottom surface of the thin bottom plate of the thin-walled multi-layer high-rib member and the outer surface of the outer layer of high-ribs, and the die pushes the blank to move up in the axial direction; Under the action of the space enveloping motion of the enveloping punch, the blank undergoes plastic deformation and gradually forms thin-walled, multi-layered and high-rib components.
上述方案中,用于薄壁多层高筋构件空间包络成形的坯料为具有均匀厚度的厚板,厚板轴截面形状与薄底板轴截面形状相同,坯料放置于凹模内,且坯料周向型面必须与凹模侧壁接触,坯料底面与凹模底面接触。In the above scheme, the blank used for the spatial enveloping forming of thin-walled and multi-layered high-rib components is a thick plate with uniform thickness, and the axial cross-sectional shape of the thick plate is the same as the axial cross-sectional shape of the thin bottom plate. The profile surface must be in contact with the side wall of the die, and the bottom surface of the blank and the bottom surface of the die.
上述方案中,在薄壁多层高筋构件空间包络成形过程中,包络凸模与坯料的接触面积不得小于坯料上表面面积的75%。In the above scheme, during the space enveloping forming process of the thin-walled multi-layer high-rib member, the contact area between the enveloping punch and the blank shall not be less than 75% of the upper surface area of the blank.
上述方案中,包络凸模的锥角α不小于178°。In the above solution, the cone angle α of the enveloping punch is not less than 178°.
实施本发明的薄壁多层高筋构件空间包络金属流动与高筋生长预测方法,具有以下有益效果:The implementation of the thin-walled multi-layer high-rib component space-envelope metal flow and high-rib growth prediction method of the present invention has the following beneficial effects:
(1)本发明所提出的薄壁多层高筋构件空间包络成形筋高预测方法能够准确预测薄壁多层高筋构件空间包络成形中的金属流动规律和多层高筋生长过程,从而有效避免产生高筋填充不满、穿筋、流线紊乱等成形缺陷。(1) The rib height prediction method for the spatial envelope forming of thin-walled, multi-layered high-rib components proposed by the present invention can accurately predict the metal flow law and the growth process of the multi-layered high-ribs in the spatial envelope forming of thin-walled, multi-layered high-rib components. Thereby, forming defects such as high-rib filling dissatisfaction, rib-piercing, and streamline disorder are effectively avoided.
(2)本发明所提出的薄壁多层高筋构件空间包络成形筋高预测方法,能够为薄壁多层高筋构件空间包络成形工艺条件优化设计和模具结构优化设计提供依据,从而显著提高薄壁多层高筋构件的产品质量和制造效率。(2) The method for predicting the rib height of the space enveloping forming of the thin-walled, multi-layered high-rib member proposed by the present invention can provide a basis for the optimal design of the spatial enveloping forming process conditions and the optimal design of the mold structure for the thin-walled, multi-layered and high-rib member. Significantly improve the product quality and manufacturing efficiency of thin-walled, multi-layer high-rib components.
附图说明Description of drawings
下面将结合附图及实施例对本发明作进一步说明,附图中:The present invention will be further described below in conjunction with the accompanying drawings and embodiments, in which:
图1为薄壁多层高筋构件几何形状示意图;Figure 1 is a schematic diagram of the geometric shape of a thin-walled multi-layer high-rib member;
图2为薄壁多层高筋构件空间包络成形示意图;Fig. 2 is a schematic diagram of space envelope forming of thin-walled multi-layer high-rib members;
图3为薄壁多层高筋构件分区示意图;Figure 3 is a schematic diagram of the partition of a thin-walled multi-layer high-rib member;
图4为薄壁多层高筋构件空间包络成形转角挤压模型示意图;Figure 4 is a schematic diagram of a corner extrusion model of thin-walled multi-layer high-rib member space envelope forming;
图5为薄壁多层高筋构件空间包络成形Ⅲ区径向约束圆环镦粗模型示意图Figure 5 is a schematic diagram of the radially constrained annular upsetting model in zone III of the space envelope forming of thin-walled, multi-layered high-rib members
图6为薄壁多层高筋构件空间包络成形筋高变化曲线图。Fig. 6 is a curve diagram of the height change of the thin-walled multi-layer high-rib member in the space enveloping forming.
具体实施方式Detailed ways
为了对本发明的技术特征、目的和效果有更加清楚的理解,现对照附图详细说明本发明的具体实施方式。In order to have a clearer understanding of the technical features, purposes and effects of the present invention, the specific embodiments of the present invention will now be described in detail with reference to the accompanying drawings.
本实例中的目标薄壁多层高筋构件由薄底板1、内层高筋2和内层高筋3组成,其几何形状如图1所示,其的主要几何尺寸如表1所示。The target thin-walled multi-layer high-rib member in this example consists of a
S1采用空间包络成形工艺制造薄壁多层高筋构件,图2为薄壁多层高筋构件空间包络成形示意图,薄壁多层高筋构件的薄底板1底面和内层高筋3外表面由凹模4成形,其余型面由包络凸模5成形,并且凹模4必须位于下方,包络凸模5位于上方;用于薄壁多层高筋构件空间包络成形的坯料63为具有均匀厚度的厚板,厚板轴截面形状与薄底板1轴截面形状相同,坯料6放置于凹模4内,且坯料6周向型面必须与凹模4侧壁接触,坯料6底面与凹模4底面接触;包络凸模5为锥型模体,其锥角α=179°。包络凸模5作用于坯料6上表面,并以坯料6轴线为旋转轴在坯料6上表面作多周期滚动,凹模4沿轴向推动坯料6向上运动,其进给速度为2mm/s,从而确保包络凸模5与坯料6的接触面积不得小于坯料6上表面面积的75%。S1 adopts the space enveloping forming process to manufacture thin-walled, multi-layered high-rib members. Figure 2 is a schematic diagram of the spatial enveloping forming of thin-walled, multi-layered and high-ribbed members. The outer surface is formed by the
表1:薄壁多层高筋构件主要尺寸Table 1: Main dimensions of thin-walled and multi-layered high-rib members
S2、将薄壁多层高筋构件分解成6个区,如图3所示。Ⅰ区为内层高筋2以内的薄底板1区,Ⅱ区为内层高筋2区,Ⅲ区为内层高筋2和外径之间的薄底板1区,Ⅳ区为内层高筋3区。以汇流面8为界限,将Ⅱ区分为ⅡA内层区和ⅡB外层区,以分流面7为界限,将Ⅲ区分为ⅢA内环区和ⅢB外环区。S2. Decompose the thin-walled multi-layer high-rib component into 6 areas, as shown in Figure 3. Area I is the
S3、将ⅡB区抽象为转角挤压模型,采用变形功法推导ⅡB区与Ⅲ区界面上的水平挤压力qn,获得qn求解方程(1)。同理,将Ⅳ区抽象为转角挤压模型,采用变形功法推导Ⅳ区与Ⅲ区界面上的水平挤压力qw,获得qw求解方程(2)。S3. Abstract the II B area as a corner extrusion model, use the deformation work method to deduce the horizontal extrusion force q n on the interface between II B area and III area, and obtain q n to solve equation (1). Similarly, the area IV is abstracted as a corner extrusion model, and the horizontal extrusion force q w on the interface between area IV and area III is deduced by the deformation work method, and q w is obtained to solve equation (2).
其中H为包络成形任意瞬时的薄底板1厚度,r2为内层高筋2外表面半径,bw为内层高筋3厚度,rp为包络成形任意瞬时Ⅱ区分流面7半径,K为材料屈服强度,取值为55MPa,m为剪切摩擦系数,取值为0.4。where H is the thickness of the
S4、将Ⅲ区抽象为内圆柱面和外圆柱面承受径向约束载荷的圆环镦粗模型,如图5所示。其中,内圆柱面径向约束载荷为步骤S3所求得qn,外圆柱面径向约束载荷为步骤S3所求得qw。采用主应力法对内环区ⅢA和外环区ⅢB进行径向应力分析,求得ⅢA区径向应力σr_n分布方程(3)和ⅢB区径向应力σr_w分布方程(4)。S4. Abstract zone III as a ring upsetting model with the inner cylindrical surface and the outer cylindrical surface bearing radial restraint loads, as shown in Figure 5. The radial constraint load on the inner cylindrical surface is q n obtained in step S3 , and the radial constraint load on the outer cylindrical surface is q w obtained in step S3 . The radial stress analysis of the inner ring zone Ⅲ A and the outer ring zone Ⅲ B is carried out by the principal stress method, and the radial stress σ r_n distribution equation (3) of the Ⅲ A zone and the radial stress σ r_w distribution equation (4) of the Ⅲ B zone are obtained. ).
其中x为Ⅲ区任意位置到构件轴线的径向距离,r3为内层高筋3内表面半径,rg为包络成形任意瞬时Ⅲ区分流面7半径。where x is the radial distance from any position in zone III to the axis of the component, r 3 is the radius of the inner surface of the inner
S5、根据内层高筋2汇流面8两侧ⅡA区和ⅡB区中金属在包络成形任意瞬时必须保持高度相等的条件,建立分流面7和汇流面8关系方程(5)。S5. According to the condition that the metal in the areas II A and II B on both sides of the confluence surface 8 of the inner layer
其中r1为内层高筋2内表面半径。where r 1 is the radius of the inner surface of the inner
S6、根据分流面7rg处左右两侧径向力大小相等的应力平衡条件,即同时满足步骤S5所建立的分流面7和汇流面8关系方程(5),求解薄壁多层高筋构件空间包络成形过程中薄底板1厚度为H时分流面7位置rg(H)。S6. According to the stress balance condition that the radial forces on the left and right sides of the shunt surface 7r g are equal in magnitude, that is, At the same time, the relationship equation (5) of the split surface 7 and the confluence surface 8 established in step S5 is satisfied, and the position r g (H) of the split surface 7 when the thickness of the
S7、将步骤S6求得rg(H)带入方程(6),求得包络成形薄壁多层高筋构件内层高筋2高度。将步骤S6求得rg带入方程(7),求得包络成形薄壁多层高筋构件内层高筋3高度。图6为采用上述方法所求得内层高筋2高度和内层高筋3高度变化曲线。S7. Bring r g (H) obtained in step S6 into equation (6) to obtain the height of the inner layer
其中H0是坯料6初始厚度H0=6mm,Ht为薄底板1最终厚度Ht=3mm。Wherein H 0 is the initial thickness of the blank 6 H 0 =6 mm, and H t is the final thickness of the thin bottom plate 1 H t =3 mm.
上面结合附图对本发明的实施例进行了描述,但是本发明并不局限于上述的具体实施方式,上述的具体实施方式仅仅是示意性的,而不是限制性的,本领域的普通技术人员在本发明的启示下,在不脱离本发明宗旨和权利要求所保护的范围情况下,还可做出很多形式,这些均属于本发明的保护之内。The embodiments of the present invention have been described above in conjunction with the accompanying drawings, but the present invention is not limited to the above-mentioned specific embodiments, which are merely illustrative rather than restrictive. Under the inspiration of the present invention, without departing from the scope of protection of the present invention and the claims, many forms can be made, which all belong to the protection of the present invention.
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