• Coupled systems mechanics
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• 제8권2호
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• pp.185-197
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• 2019

Considering the increasing use of tubular profiles in civil construction, this paper highlights the study on the behavior of welded connections between square hollow section column and I-beam, with emphasis on the assessment of the joint stiffness. Firstly, a theoretical analysis of the welded joints has been done focusing on prescriptions of the technical literature for the types of geometries mentioned. Then, a numerical analysis of the proposed joints were performed by the finite element method (FEM) with the software ANSYS 16.0. In this study, two models were evaluated for different parameters, such as the thickness of the cross section of the column and the sizes of cross section of the beams. The first model describes a connection in which one beam is connected to the column in a unique bending plane, while the second model describes a connection of two beams to the column in two bending planes. From the numerical results, the bending moment-rotation ($M-{\varphi}$) curve was plotted in order to determine the resistant bending moment and classify each connection according to its rotational capacity. Furthermore, an equation was established with the aim of estimating the rotational stiffness of welded I beam-to-RHS column connections, which can be used during the structure design. The results show that most of the connections are semi-rigid, highlighting the importance of considering the stiffness of the connections in the structure design.

• Steel and Composite Structures
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• 제25권3호
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• pp.271-286
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• 2017

The use of Hollow Structural Sections (HSS) provides an alternative for steel buildings in seismic zones, with the advantage over WF columns that the HSS columns have similar resistance along both axes and enhanced performance under flexure, compression and torsion with respect to other columns sections. The HSS columns have shown satisfactory performance under seismic loads, such as observed in buildings with steel moment frames in the Honshu earthquake (2011). The purpose of this research is to propose a new moment connection, EP-HSS ("End-plate to Hollow Structural Section"), using a wide flange beam and HSS column where the end plate falls outside the range of prequalification established in the ANSI/AISC 358-10 Specification, as an alternative to the traditional configuration of steel moment frames established in current codes. The connection was researched through analytical, numerical (FEM), and experimental studies. The results showed that the EP-HSS allowed the development of inelastic action on the beam only, avoiding stress concentrations in the column and developing significant energy dissipation. The experiments followed the qualification protocols established in the ANSI/AISC 341-10 Specification satisfying the required performance for highly ductile connections in seismic zones, thereby ensuring satisfactory performance under seismic actions without brittle failure mechanisms.

• Steel and Composite Structures
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• 제1권1호
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• pp.51-74
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• 2001

A series of tests on concrete-filled SHS (Square Hollow Section) stub columns (twenty), columns (eight) and beam-columns (twenty one) were carried out. The main parameters varied in the tests are (1) Confinement factor (${\xi}$) from 1.08 to 5.64, (2) concrete compression strength from 10.7MPa to 36.6MPa, (3) tube width to thickness ratio from 20.5 to 36.5. (4) load eccentricity (e) from 15 mm to 80 mm and (5) column slenderness (${\lambda}$) from 45 to 75. A mechanics model is developed in this paper for concrete-filled SHS stub columns, columns and beam-columns. A unified theory is described where a confinement factor (${\xi}$) is introduced to describe the composite action between the steel tube and filled concrete. The predicted load versus axial strain relationship is in good agreement with stub column test results. Simplified models are derived for section capacities and modulus in different stages of the composite sections. The predicted beam-column strength is compared with that of 331 beam-column tests with a wide range of parameters. A good agreement is obtained. The predicted load versus midspan deflection relationship for beam-columns is in good agreement with test results. A simplified model is developed for calculating the member capacity of concrete-filled SHS columns. Comparisons are made with predicted columns strengths using the existing codes such as LRFD (AISC 1994), AIJ (1997), and EC4 (1996). Simplified interaction curves are derived for concrete-filled beam-columns.

• 한국염색가공학회지
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• 제21권3호
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• pp.26-36
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• 2009

The objective of this study is to investigate the elution characteristics of the partial dispositioned hollow nylon filament and the mechanical properties of the eluted fabrics according to the weight reduction conditions. For this purpose, the partial dispositioned nylon/PET composite filament, SDY 70d/48f was prepared, and warp beam was also prepared on the sizing machine using these yarns. Four kinds of woven fabrics were designed with different warp and weft densities and these fabrics specimens were eluted with weight reduction conditions of two kinds of NaOH concentration (30, 40g/l), three kinds of weight reduction temperature (50, 60, $85^{\circ}C$) and two kinds of weight reduction time (30, 60min). The eluting rates of these fabrics specimens were analysed with various weight reduction conditions. The eluting characteristics of these fabrics were discussed with the cross-section of nylon hollow filament measures by SEM. Finally, the mechanical properties of the partial dispositioned hollow nylon fabrics were measured and discussed with various weight reduction conditions.

• 폴리머
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• 제26권4호
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• pp.415-421
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• 2002

E-beam 전조사법을 이용하여 HPP-g-styrene 공중합체와 술폰화 반응을 통한 술폰화 HPP-g-styrene 섬유이온교환체를 합성하였다. 그라프트율은 스티렌 단량체 농도가 증가함에 따라 증가하였으며 스티렌 단량체 농도가 80%에서 그라프트율이 128%로 최대를 나타냈다. 술폰화율은 그라프트율이 증가함에 따라 증가하는 경향을 나타내었으며, 그라프트율이 100%일 때 13.4%로 최대값을 나타내었다. 술폰화 HPP-g-styrene 섬유이온교환체의 이온교환용량은 약 3.42 meq/g으로써 흡착 성능이 매우 우수한 소재임을 확인하였다. BET 분석결과 술폰화 HPP-g-styrene의 비표면적은 62.54 $m^2/g$, 기공크기는 25 $\AA$으로 반응전보다 비표면적은 감소하였고 기공크기는 약간 증가하는 경향을 보였다. 또한 Bovine Serum Albumin (BSA) 흡착 실험 결과 술폰화도가 증가함에 따라 BSA 흡착 용량이 증가하는 경향을 나타내었으며, 술폰화도 13.4%에서 BSA 흡착용량 3.8 mg/g으로 최대를 나타내었다. 따라서 본 연구에서 합성한 섬유이온교환체가 BSA 흡착.분리에 적합한 소재임을 확인하였다.

• 한국강구조학회 논문집
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• 제11권4호통권41호
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• pp.385-395
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• 1999

철골구조물에 각형강관기둥과 H형강보가 많이 사용되는 추세에 있다. 각형강관기둥과 H형강보의 접합부는 그 회전강성이 약한 것으로 알려져 있다. 그러한 약점을 보완하기 위해서 콘크리트 충전된 각형강관과 H형강보 접합부에 대한 많은 고안이 이루어지고 있다. 그런데 이렇게 고안된 모든 접합부 모델에 대해서 실험을 행할 수는 없으므로 수치해석 모델링과 수치해석에 의해 그 강도를 규명해야 한다. 본 논문에서는 유한요소 모델링기법을 연구하고 접합부의 강성을 좌우하는 여러요소 즉 콘크리트 강도, 각형강관두께, 축력의 크기 및 편심위치 등을 변화시켜 접합부 강성변화에 어떤 영향을 미치는지 살펴보았다.

• Journal of the Korean Wood Science and Technology
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• 제27권3호
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• pp.99-116
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• 1999

목재 hollow core 형태의 프러쉬문은 가구과 목공품 산업에서 주요 제품으로 사용중 틀어짐과 좌굴은 매우 중요한 문제이다. 틀어짐은 도아 표면재 간의 물리적 및 기계적 성질의 차이에 기인된다고 알려져 있다. 본 연구는 수치적 모델덜을 사용해 틀어짐과 좌굴을 예측하는데 그 목적이 있다. 여러 환경조건에서 경질섬유판과 합판으로 만들어진 프러쉬문에 대한 각 모델들과 실측치간의 비교를 하였다. 문의 틀어짐과 좌굴을 예측하기 위해 3가지 연속체 모델, 즉 보, 판상 및 판상-좌굴 모델이 채택되었다. 틀어짐은 고습에서보다 저습에서 현저하게 훨씬 현저하게 발생되었으며, 포아송 비를 고려한 판상 모델은 저습에서 보 모델보다 더 정확하게 틀어짐을 예측할 수 있었다. 그러나 고습에서 좌굴이 문의 표면재에 발생하기 때문에 판상-좌굴 모델 이 모든 시험범위에서 가장 적절하였다.

• Steel and Composite Structures
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• 제2권5호
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• pp.355-378
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• 2002

Use of composite steel construction with precast hollow core slabs is now popular in the UK, but the present knowledge in shear capacity of the headed shear studs for this type of composite construction is very limited. Currently, all the information is based on the results obtained from experimental push-off tests. A finite element model to simulate the behaviour of headed stud shear connection in composite beam with precast hollow core slabs is described. The model is based on finite element method and takes into account the linear and non-linear behaviour of all the materials. The model has been validated against the test results, for which the accuracy of the model used is demonstrated. Parametric studies showing the effect of the change in transverse gap size, transverse reinforcement diameter and in-situ concrete strength on the shear connection capacity are presented.

• 한국지진공학회논문집
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• 제15권1호
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• pp.1-10
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• 2011

최근 들어 슬래브 차음성능에 대한 관심이 커지고 있으며 이에 대응하여 슬래브 두께 증가가 요구되고 있다. 또한 건축물의 효율적인 공간 활용을 위하여 장스팬의 바닥판 시스템이 많이 사용되고 있다. 이러한 요구를 만족하기 위해 개발된 바닥판 시스템중의 하나가 2방향 중공슬래브이다. 2방향 중공슬래브의 구조적 성능을 확인하기 위해서는 지진이 발생하였을 때의 안전성에 대한 검토가 반드시 필요하다. 따라서 본 연구에서는 재료비선형 시간이력해석을 통하여 2방향 중공슬래브의 지진하중에 대한 거동을 평가하였다. 효율적인 시간이력해석을 위하여 기존에 제안된 등가플레이트 모델을 사용하였고, 또한 유효보폭법을 적용한 비선형 모델을 이용하여 2방향 중공슬래브를 적용한 예제구조물의 내진성능을 평가하였다. 이를 통하여 2방향 중공슬래브를 사용한 구조물이 동일한 슬래브 두께의 일반 플랫 플레이트 구조물에 비하여 내진성능이 저하되지 않음을 확인 할 수 있었다.

• Steel and Composite Structures
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• 제9권1호
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• pp.19-38
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• 2009

The present paper provides test data to evaluate the seismic performance of recycled aggregate concrete (RAC) filled steel square hollow section (SHS) beam-columns. Fifteen specimens, including 12 RAC filled steel tubular (RACFST) columns and 3 reference conventional concrete filled steel tubular (CFST) columns, were tested under reversed cyclic flexural loading while subjected to constant axially compressive load. The test parameters include: (1) axial load level (n), from 0.05 to 0.47; and (2) recycled coarse aggregate replacement ratio (r), from 0 to 50%. It was found that, generally, the seismic performance of RACFST columns was similar to that of the reference conventional CFST columns, and RACFST columns exhibited high levels of bearing capacity and ductility. Comparisons are made with predicted RACFST beam-column bearing capacities and flexural stiffness using current design codes. A theoretical model for conventional CFST beam-columns is employed in this paper for square RACFST beam-columns. The predicted load versus deformation hysteretic curves are found to exhibit satisfactory agreement with test results.